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R2018-224 2018-11-26 RESOLUTION NO. R2018-224 A Resolution of the City Council of the City of Pearland,Texas,awarding a bid for construction services associated with the Hughes Ranch Road Project (Cullen Blvd to Smith Ranch Road),to Triple B Services, LLP, in the amount of $16,683,347.60. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That competitive bids for the construction of the Hughes Ranch Road Project have been reviewed and tabulated. Section 2. That the City Council hereby awards construction services bid to Triple B Services, LLP, in the amount of$16,683,347.60. Section 3. The City Manager or his designee is hereby authorized to execute a construction services contract for the Hughes Ranch Road Project. PASSED, APPROVED and ADOPTED this the 26th day of November, A.D., 2018. TOM REID MAYOR ATTEST: i\ � YSE� 'ETAR7 , .... APPROVED AS TO FORM: ARRIN M. COKER CITY ATTORNEY R2018-224 Project Manual Book 1 of 2 for: HUGHES RANCH ROAD FROM SMITH RANCH RD TO CULLEN BLVD VOLUME 1 OF 2 %%VOA%I OFT a A ;I, : AI O • • 0 t o MATTHEW BRANNEN ° 13% 90868 ' �p ,• T •k ICENSE`) %.• 7- 11i‘ ,*; i(�1'Zdp®L' 8/6/2018 TE X A S est t S� � BRAZORIA COUNTY COP Project No.:TR1201 Bid No: 0418-33 TxDOT Project No.: STP 1802 (031)MM TxDOT CSJ: 0912-31-311 BGE, Inc. Project No.: 3286-00 August 2018 Prepared By: BGE, INC. 10777 Westheimer, Suite 400 Houston, TX 77042 Tel: 281-558-8700 • www.beginc.com TBPE Registration No. F-1046 Project Manual for: HUGHES RANCH ROAD FROM SMITH RANCH RD TO CULLEN BLVD BRAZORIA COUNTY COP Project No. : TR1201 Bid No. : 0418-33 August, 2018 Prepared By: lift BGE, INC. 10777 Westheimer, Suite 400 Houston, TX 77042 Tel: 281-558-8700 • www.beginc.com TBPE Registration No. F-1046 CITY OF PEARLAND ADDENDUM • Section 00900 ADDENDUM NO. 1 Date: August 23, 2018 PROJECT: Hughes Ranch Road-From Smith Ranch Rd to Cullen Blvd; COP Project# TR1201; TxDOT CSJ 0912-31-311 BID NO.: 0418-33 BID DATE: September 6, 2018; 2:00 pm FROM: Matthew Brannen, P.E. Senior Project Manager BGE, Inc. 10777 Westheimer, Suite 400, Houston, Texas 77042 To: Prospective Bidders and Interested Parties This addendum forms a part of the bidding documents and will be incorporated into the Contract Documents, as applicable. Insofar as the original Contract Documents, Specifications, and 0 Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this Addendum on the Bid Proposal form, Section 00300 submitted to the City of Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION. CONTRACT DOCUMENTS: Section 00010-T Table of Contents- Replaced in its entirety Added line for Item 132 Embankment under 2014 TxDOT Standard Specifications Added line for Item 464 Reinforced Concrete Pipe under 2014 TxDOT Standard Specifications Added line for Appendix C, Permit No. SWG-2018-00053, Nationwide Permit Verification Section 00100 - Replaced in its entirety Revised date electronic bids will be accepted until 2:00 pm,Thursday, September 06, 2018 Section 00210-T- Replaced in its entirety Section 10.4.1 A+B Bidding, does not apply to this project. Section 00300 Bid Proposal Part B -Replaced in its entirety Correction made to bid line item 2/package 2 Revised item 02220 REMOVING STAB BASE AND ASPH PAV (8") quantity Added item 02220 REMOVING STAB BASE AND ASPH PAV (1"-22") 0 Revised item 02710 ASPHALT STAB BASE(GR 2)(PG 64)(6") quantity Revised item 02741 D-GR HMA TY-D PG64-22 (2") quantity 2-22-12 00900- 1 of 6 CITY OF PEARLAND ADDENDUM Added item 02741 D-GR HMA TY-D PG64-22 (1"-22") Added item 132-6006 EMBANKMENT(FINAL)(DENS CONT)(TY C) • Removed item 02330 EMBANKMENT (ROADWAY) Revised item 02335 LIME(HYD, COM, OR QK(SLURRY)) quantity Revised item 02335 LIME TRT (EXST MATL)(8")quantity 2014 TxDOT General Notes - Replaced in its entirety Added general notes for Item 132 Embankment Permit No. SWG-2018-00053,Nationwide Permit Verification, has been added as Appendix C Q: Page 42 of the Project Manual refers to a Bid Bond form provided by the owner, but no bid bond form has been included. Please provide. A: No bid bond form will be provided. Bid bond form should be obtained from the bidder's security company. Q: Are the documents to be uploaded individually or as a package? A: Documents can be uploaded individually or as a package. Q: Do you have a list of exactly what documents need to be included in the package? A: All required documents are listed on the Project Manual. There is not a single checklist that specifies all documents required. Q: Attachments in the E-Bid System have forms that are not addressed in the instructions to bidders or Project Manual. Do these need to be completed and uploaded? These are the411 following: Contractor Questionnaire Revised, Vendor Reference Revised A: Items in attachments file are required. Q: Other items available to download are: Bid Invitation (New Format-BETA), Bid Invitation, Supplier Response Document. These items seem to be similar in nature to section 300, are they informational only, or do you require these signed and returned also? A: Items in documents button in e-bid are not for contractor. Refer to document requirements in the Project Manual. The following questions are from section 00200 A-T Instructions to Bidder's Appendix: LGPP Bid Checklist(page number 36): Item# 2 Section 300-Bid Proposal: Q: Does this include part A and B to be scanned and uploaded, or just part A, since the Bid Items are to be filled in on the e-bid system? A: Part A is required; Part B is recommended as a check on information provided in the e-bid system. Q: If it includes part B, do you have this in an excel format for easier submission? A: An excel format for part B will not be provided. Item# 3 Non-Collusion Statement: Q: There are 2 forms available, one with the City of Pearland's letterhead, and one in Project Manual page 251 & 252. Which one do you want used? 2-22-12 00900-2 of 6 CITY OF PEARLAND ADDENDUM SA: Submit both forms. Item#4 Debarment Certification Q: There is not a form provided to certify. Do we add a signature line to page 225, and does it need to be notarized, or is the certification implied when the bid proposal is signed in section 300? A: Print downloadable form from debarred vendor list. Item# 8 Contractors Acknowledgement of Stormwater Management program Q: Is the TPDES General Permit#that needs to be inserted in the blank TXR 150000, as listed in the manual? A: Yes Q: The Conflict of Interest Questionnaire is included in the table of contents under bidding requirements, and is a downloadable document under Bid attachments, but not included on the Checklist(page 36). Does this form need to be submitted? A: Yes, this form needs to be submitted. Q: The Supplementary Conditions 00850-T TxDOT LGPP Requirements (page 235), there is a DBE requirements form that has blanks for contractor information. Does this form need to be submitted? A: Yes, this form needs to be submitted. Contractor must comply with these requirements. Q: On page 43 of the invitation to bid section 10.4.1 states that the project will be an A+B bid. Is S this correct? If so will a B component be added to the bid items will a value? A: This is incorrect. A+B bidding does not apply to this project. 10.4.1 under Section 00210-T has been revised. Q: Will the city require field offices? A: Yes. Section 00800 requires field office. Please also refer to the Project Manual. Q: The current bores are from 2007 do you have more recent ones? A:No. The bores shown in the two geotechnical reports are the only ones available. However,the City notes that during the recent construction of the water line along Hughes Ranch Road, ground water was encountered. As a result, 5.2 Control of Ground Water and Surface Water was included in the plans. Q: The bores show the ground water to be in the storm sewer in some areas. Is item 5.2 going to be used to pay for that? A: Yes. 5.2. Control of Ground Water and Surface Water, is intended to be used where it becomes necessary during any part or type of construction, including storm sewer, roadway pavement, etc. Q: What is the difference between items 11.1 and 11.2? Is item 11.1 for the contractor's flagman and 11.2 for police officers? A: Yes. 11.1 Force Account-Flagmen, are for flaggers required during traffic control. 11.2 Force Account-Off-Duty Police Officers, are for police officers and crossing guards that will be required throughout the different phases in construction. S 2-22-12 00900-3 of 6 CITY OF PEARLAND ADDENDUM Q: Some fire hydrants are still well inside ROW like at Linda drive and Sterling drive to name a few locations. Who is responsible for their relocation to outside ROW? Or is this part of the fire • hydrant adjustment that is indicated on the utility layout sheets? A: There is a line items for fire hydrant relocation if required. Work under this pay item is to be approved by the owner prior to commencement. SPECIFICATIONS: Q: Would you please send details on the Elliptical storm sewers, Elliptical Des 1, 2, and 4? A: Design details for elliptical storm sewer can be found in TxDOT standard specification Item 464, and the reference has been added to the Project Manual. All storm sewer shall meet the requirements of specification 02630. Q: Regarding Special Specification 6200, Precast Concrete Fencing-page 334,please provide a list of"other approved equals" for this product. A: No list will be provided. Alternative sound walls that meet or exceed the same design specifications and meet the design as exactly specified in the plans may be submitted for approval consideration. See General Notes,page 310, of the Project Manual. Q: It appears that the sound wall has been sole sourced. Will the City consider an alternate TxDOT type sound wall with a potentially greater drill shaft spacing,which should be a more cost effective wall? A: The sound wall is not sole sourced. The sound wall in the plans has been previously approved for use by TxDOT. Alternative sound walls that meet or exceed the same design specifications • and meet the design as exactly specified in the plans may be submitted for approval consideration. See General Notes,page 310, of the Project Manual. Q: Does the ready mix concrete need to come only from a TXDOT certified plant? Or can we just submit paving mix designs? A: Yes,the concrete needs to come from a TxDOT certified plant. Q: Unable to locate the specifications and requirements for the embankment material. A: The embankment material has been revised to TxDOT Item 132-6006 EMBANKMENT (FINAL)(DENS CONT)(TY C). The general notes, plan sheets, and bid proposal have been updated to reflect this. CONSTRUCTION DRAWINGS: Plan sheets 16E-16K- Replaced in its entirety Added general notes for Item 132 Embankment Plan sheet 17 -Replaced in its entirety Revised item 02220 REMOVING STAB BASE AND ASPH PAV (8")quantity Added item 02220 REMOVING STAB BASE AND ASPH PAV(1"-22") Plan sheet 18 -Replaced in its entirety0 Revised item 02710 ASPHALT STAB BASE(GR 2)(PG 64)(6")quantity 2-22-12 00900-4 of 6 CITY OF PEARLAND ADDENDUM S Revised item 02741 D-GR HMA TY-D PG64-22 (2") quantity Added item 02741 D-GR HMA TY-D PG64-22 (1"-22") Plan sheet 19- Replaced in its entirety Added item 132-6006 EMBANKMENT(FINAL)(DENS CONT)(TY C) Removed item 02330 EMBANKMENT(ROADWAY) Revised item 02335 LIME (HYD, COM, OR QK(SLURRY) )quantity Revised item 02335 LIME TRT(EXST MATL)(8") quantity Plan sheets 42 -Replaced in its entirety Revised temporary asphalt transition locations in plan view and note 3 Plan sheets 43 - Replaced in its entirety Revised temporary asphalt transition locations in plan view and note 2 Plan sheets 44 -Replaced in its entirety Revised temporary asphalt transition locations in plan view and note 2 Added note 4 Plan sheets 45 - Replaced in its entirety Revised temporary asphalt transition locations in plan view and note 2 Plan sheet 74 - Replaced in its entirety Added Summary of Temporary Asphalt Transitions at Side Streets and Driveways table Q: On plan sheet 159 note 3 states that the contractor is responsible for determining the diameter and depth of the drill shaft foundation. How is this to be accomplished pre-bid? Are we required to hire an engineer to design the foundation pre-bid? A: The contractor will be responsible for the design of the drilled shaft foundations as stated. It is up to the prospective bidder as to how this is accounted for in their bid. Q: On the traffic control plans sheet 42 note 3 states that temp asphalt transition is to be paid under item 02741. That pay item is for a 2" surface finish. Is the cross section of the temp asphalt transition 2" or will it be thicker there is no detail to confirm. If it is greater than 2" in depth will the additional quantity be paid under this item? A: The cross section of the temporary aspahlt transitions vary in height due to the elevation difference between existing and proposed pavement elevations. A separate bid item has been added to account for these transition pieces. These quantities have been separated from the 2" asphalt surface quantities and included in this new bid item. The plan sheets have been updated to include additional information for the temporary asphalt transitions. OTHER: Pre-bid Sign-In sheet has been added S Q: We would like to request hard copies of earthwork cross sections in pdf format along with electronic copies in the XSR format containing both the original and proposed data files if available. 2-22-12 00900-5 of 6 CITY OF PEARLAND ADDENDUM A: The electronic copies of the earthwork cross sections and original and proposed cross section XSR files will be available on the e-bid system. Hard copies will not be distributed to bidders. 11. The earthwork cross-section data provided is for non-construction purposes only and it is the responsibility of the prospective bidder to validate the enclosed data with the appropriate plans, specifications, and estimates for the projects. Q: We would like to request a copy of the time determination schedule. A: The time determination schedule will not be provided. Q: When do they anticipate that the power poles on the north side will be moved? A: The power poles are in the process of being relocated. The utility companies have been instructed by the City to have these relocations completed prior to the start of construction. However, many power poles along the north side will also remain in place where additional ROW was not acquired. The sound wall will be installed around these poles. Q: Is January 2019 the anticipated start date? A: The anticipated start date is near the end of October 2018/beginning of November 2018. Q: Do you have an estimate for this project? A: The estimated cost construction cost of the project is $18,850,000. The breakdown of this estimate will not be provided. Q: Will there be another addendum to correct some of the quantities (Ex. Lime)? A: The lime quantities 02335 LIME(HYD, COM, OR QK (SLURRY)) and 02335 LIME TRT (EXST MATL)(8") have been corrected in this addendum. Please specify other particularIP/ quantities deemed incorrect. If additional corrections are needed, another addendum will be provided to address these. Q: Has all the ROW been acquired? In particular the detention pond area on the north side from North Hampton drive to Brookney street. A: Yes, all proposed ROW has been acquired. Q: Will the contractor be required to do any testing or inspecting? A: The City will hire a third party materials testing provider and construction inspection services. Q: Is there any City land available to set office for City PM and inspectors? A: No City land is available. The Contractor will be responsible for determining and providing location of field offices. END OF ADDENDUM NO. 1 Matthew Brannen, P.E. _--(-).• �.. iTF q�*,, • Senior Project Manager o*; j� * e •MATTHEW BRANNEN � p; 90868 ;•�� I • IS 0'311.10.N.<ICENS��Gti�<"e ;; CITY OF PEARLAND TABLE OF CONTENTS • Document 00010-T TABLE OF CONTENTS NOTE: Bold Specification Sections can be found on the City of Pearland Web Site at http://pearlandtx.gov/departments/engineering-and-capital-prof ects/engineering/standard-construction- documents (or at http://www.pearlandtx.gov/ by going to the Department of Engineering, Engineering Construction Documents). Doc Page 1Y4a document Title NIL INTRODUCTORY INFORMATION 00010-T Table of Contents 1-6 00015 List of Drawings 7-10 BIDDING REQUIREMENTS 00100 Invitation to Bid 11-14 00110-T LGPP Abbreviations & Definitions Supplement 15-26 1111 00200 Instructions to Bidders 27-35 00200A-T Instructions to Bidders Appendix: LGPP Bid Checklist 36-37 00210-T Item 2L—LGPP Supplement to Instructions to Bidders 38-44 00300 Bid Proposal 45-60 00310-T LGPP Award and Execution of the Contract 61-64 00456 Bidder's Certification of Compliance with Buy American Program 65 00457 Conflict of Interest Questionnaire 66-67 CONTRACTING REQUIREMENTS AGREEMENT 00500 Standard Form of Agreement 68-74 00500A Standard Form of Agreement Appendix A: Title VI Assurances 75-76 00500B Standard Form of Agreement Appendix B: House Bill 89 Verification 77 00550 Ethics Certification Form 1295 78 BONDS AND CERTIFICATES 00610 Performance Bond 79-80 00611 Payment Bond 81-82 00612 One-Year Maintenance Bond 83-84 00615 Partial Waiver of Lien 85 S 00010-T-1 1 CITY OF PEARLAND TABLE OF CONTENTS GENERAL CONDITIONS • 00700 General Conditions of Agreement 86-126 Attachment No. 1 —Worker's Compensation Insurance Coverage 127-129 Attachment No. 2—Agreement for Final Payment and Contractor's Sworn Release 130-133 Attachment No. 3—Owner's Insurance Requirements of Contractor 134-143 00770-T Item 4L—LGPP General Conditions and Scope of Work 144-149 00780-T Item 5L—LGPP General Conditions and Control of the Work 150-157 00790-T Item 6L—LGPP Control of Materials 158-163 00795-T Item 7L—LGPP Legal Relations and Responsibilities 164-176 00796-T Item 8L—Prosecution and Progress 177-188 00797-T Item 9L—LGPP Measurement and Payment 189-196 SUPPLEMENTARY CONDITIONS 00800 Special Conditions of Agreement 197-198 00811-T Wage Rates 199-202 00850-T TxDOT LGPP Requirements 203 • FHWA-1273 Required Contract Provisions 204-215 • Bidder Certification 216 • Buy America Provision 217-218 • Buy America—Material Statement 219 • Child Support Statement 220 • Child Support Certification 221 • Child Support Business Ownership Form 222 • Acknowledgement of Stormwater Management Program 223 • • Contractor's Assurance (Subcontracts-Federal Aid Projects) 224 • Debarment Certification 225 • Differing Site Conditions 226 • Disadvantaged Business Enterprises (DBE) Provisions 227-234 • DBE Requirements 235 • DBE Commitment Agreement Form 236 • DBE Material & Supplier Commitment Agreement Form 237 • DBE Substitution Request Form 238 • DBE Commercially Useful Function Project Site Review 239 • DBE Trucking Credit Worksheet 240 • DBE Good Faith Effort—Prime Contractor 241-242 • DBE Monthly Progress Report 243 • DBE/SBE Prompt Payment Certification 244 • DBE Prime Contractor Payments to Non-DBE Subcontractors 245 • DBE Final Report 246 • Equipment Rental Rates 247-248 • Certification Regarding Lobbying 249 • Statement for Loan Guarantees and Loan Insurance 250 • Non-Collusion Statement 251 • Affidavit 252 • Payroll Verification Information 253 • Prison Produced Materials Provision 254 • • Railroad Insurance Provision(when work is in Railroad ROW) 255-256 • SBE Monthly Progress Report 257 • TxDOT 1560 Certificate of Insurance 258-259 00010-T-2 2 CITY OF PEARLAND TABLE OF CONTENTS • LOCAL GOVERNMENT SPECIAL PROVISIONS SP000-002L-Nondiscrimination 260-261 SP000-003L - Certification of Nondiscrimination in Employment 262 SP000-004L -Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity(Executive Order 11246) 263-266 SP000-005L- Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 267-270 SP000-394L -Disadvantaged Business Enterprise in Federal Aid Contracts 271-277 SP002-011L - Instructions to Bidders 278 SP007-001L - Legal Relations and Responsibilities 279-280 SP421-001 - Hydraulic Cement Concrete 281-283 SP506-001 L - Temporary Erosion, Sedimentation, and Environmental Controls 284-294 SP636-001 - Signs 295 SP666-007 -Retroreflectorized Pavement Markings 296-297 2014 TxDOT STANDARD SPECIFICATIONS Adopted by the Texas Department of Transportation November 1,2014. Standard Specifications are incorporated into the Contract by reference and a copy can be found on the TxDOT Web Site at http://www.txdot.gov/business/resources/txdot-specifications.html. Item 132 Embankment Item 169 Soil Retention Blankets Item 360 Concrete Pavement Item 400 Excavation and Backfill for Structures Item 416 Drilled Shaft Foundations Item 421 Hydraulic Cement Concrete Item 432 Riprap Item 464 Reinforced Concrete Pipe Item 500 Mobilization Item 502 Barricades, Signs, and Traffic Handling Item 506 Temporary Erosion, Sedimentation, and Environmental Controls Item 512 Portable Concrete Traffic Barrier Item 528 Colored Textured Concrete and Landscape Pavers Item 536 Concrete Medians and Direction Islands Item 560 Mailbox Assemblies Item 618 Conduit Item 620 Electrical Conductors Item 621 Tray Cable Item 624 Ground Boxes Item 628 Electrical Services Item 636 Signs Item 644 Small Roadside Sign Assemblies Item 647 Large Roadside Sign Supports and Assemblies Item 666 Reflectorized Pavement Markings Item 672 Raised Pavement Markers Item 680 Highway Traffic Signals Item 681 Temporary Traffic Signals 00010-T-3 3 CITY OF PEARLAND TABLE OF CONTENTS Item 682 Vehicle and Pedestrian Signal Heads Item 684 Traffic Signal Cables • Item 685 Roadside Flashing Beacon Assemblies Item 686 Traffic Signal Pole Assemblies (Steel) Item 687 Pedestal Pole Assemblies Item 688 Pedestrian Detectors and Vehicle Loop Detectors Item 690 Maintenance of Traffic Signals 2014 TxDOT SPECIAL SPECIFICATIONS Item 6001 Portable Changeable Message Sign 298-299 Item 6002 Video Imaging Vehicle Detection System 300-307 Item 6185 Truck Mounted Attenuator(TMA) and Trailer Attenuator(TA) 308 CITY OF PEARLAND GENERAL NOTES 309 2014 TxDOT GENERAL NOTES 310-331 CITY OF PEARLAND SPECIFICATIONS NOTE: Bold Specification Sections can be found on the City of Pearland Web Site at http://pearlandtx.gov/departments/engineering-and-capital=projects/engineering/standard-construction- documents (or at bttj://www.pearlandtx.gov/ by going to the Department of Engineering, Engineering Construction Documents). 4111110 DIVISION 1 —GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises 01200 Measurement and Payment Procedures 01290 Change Order Procedures 01310 Coordination and Meetings 01350 Submittals 01380 Construction Photographs 01420 Referenced Standards 01430 Contractor's Quality Control 01440 Observation Services 01450 Testing Laboratory Services 01500 Temporary Facilities and Controls 01505 Mobilization 01550 Stabilized Construction Exit 01554 Street Signs 01555 Traffic Control and Regulation 01560 Filter Fabric Fence 01561 Reinforced Filter Fabric Barrier 01562 Waste Material Disposal 01563 Tree and Plant Protection 01564 Control of Ground Water and Surface Water 01565 TPDES Requirements41110 01566 Source Controls for Erosion and Sedimentation 01570 Trench Safety System 00010-T-4 4 CITY OF PEARLAND TABLE OF CONTENTS 01580 Project Identification Signs 0 01600 Material and Equipment 01630 Product Options and Substitutions 01720 Field Surveying 01750 Starting Systems 01760 Project Record Documents 01770 Contract Closeout DIVISION 2—SITE WORK 02200 Site Preparation 02220 Site Demolition 02252 Cement Stabilized Sand 02255 Bedding,Backfill, and Embankment Materials 02315 Excavation and Backfill for Detention Ponds 02316 Excavation and Backfill for Roadways 02317 Excavation and Backfill for Structures 02318 Excavation and Backfill for Utilities 02330 Embankment 02335 Subgrade 02370 Geotextile 02415 Augering Pipe or Casing for Sewers 02510 Water Mains 02511 Water Meters S 02514 Fire Hydrant Assembly 02520 Valve Boxes,Meter Boxes& Meter Vaults 02534 PVC Pipe 02541 Water and Wastewater Line Valves 02542 Concrete Manholes and Accessories 02582 Thermoplastic Pavement Markings 02603 Frames, Grates, Rings, and Covers 02624 Structural Plate Culvert Structures 02628 Jacking Pipe or Box 02629 Safety End Treatments 02630 Storm Sewers 02631 Precast Inlets, Headwalls, and Wingwalls 02632 Cast-in-Place Inlets,Headwalls, and Wingwalls 02633 Adjusting Manholes,Inlets, and Valve Boxes 02710 Base Course for Pavement 02741 Asphaltic Concrete Pavement 02751 Concrete Pavement 02762 Temporary and Removable Reflectorized Pavement Marking 02770 Curb, Curb & Gutter, and Headers 02771 Concrete Sidewalks 02775 Concrete Driveways 02820 Wood Fences and Gates 02821 Chain Link Fences and Gates S 02910 Topsoil 02921 Hydromulch Seeding 02922 Sodding 02980 Pavement Repair 00010-T-5 5 CITY OF PEARLAND TABLE OF CONTENTS 02981 Blast Cleaning of Pavement DIVISION 3 - CONCRETE 4110 03300 Cast In Place Concrete 03310 Structural Concrete 13730 Computer Equipment SOUND WALL SPECIFICATION Item 6200 Precast Concrete Fencing 332-340 IRRIGATION AND PLANTING SPECIFICATIONS Item 02200 Earthwork for Irrigation and Planting 341-345 Item 02221 Trenching and Trench Backfill for Irrigation and Planting 346-347 Item 02441 Irrigation System 348-356 Item 02480 Planting 357-364 Item 02493 Exterior Landscape Maintenance 365-369 Item 16050 Electrical 370-385 APPENDICES A Geotechnical Engineering Report 386-432 B Geotechnical Engineering Report- Sound Walls 433-6224111 C Permit No. SWG-2018-00053;Nationwide Permit Verification 623-640 END OF DOCUMENT 4110 00010-1-6 6 CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEARLAND, TEXAS LOWEST RESPONSIBLE BIDDER Sealed Electronic Bids will be accepted for the following project, in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https://pearland.ionwave.net/Login.aspx. All interested Bidders are required to register as a "supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration". Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services,New(Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) * Construction Services, Heavy(Includes Maintenance and Repair Services) * Construction Services, Trade (New Construction) For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions S regarding electronic bidding should be directed to City Purchasing Officer at ebidsnpearlandtx.gov. All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, City Hall Annex located at 3523 Liberty Drive, Pearland, Texas 77581. Electronic bids will be accepted until 2:00 p.m., Thursday September 06, 2018. All Bids shall reference the following project information in the appropriate locations in provided electronic format. All properly submitted bids shall be publicly "opened"and read aloud into the public record following the closing of the acceptance period for the construction of: Hughes Ranch Rd (CR 403), Limits: From Smith Ranch Road to Cullen Blvd City of Pearland,Texas COP PN: TR1201 BID NO.: 0418-33 A mandatory pre-bid conference will be held at the City of Pearland City Hall Annex at 3523 Liberty Drive, Pearland, Texas 77581 at 3:00 p.m. on August, 16, 2018. The project will entail the reconstruction of Hughes Ranch Road from Smith Ranch Road to Cullen Boulevard, and will include going from a two-lane open ditch roadway to a four-lane roadway with curbs, medians, underground storm, illumination, installation of a sound barrier, and mixed- • use walking paths on the north and south sides of Hughes Ranch Road. 7-2018 00100- 1 of 4 11 CITY OF PEARLAND INVITATION TO BID 111 Upon award of a contract, the successful Bidder will be required to utilize the City's web based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to,all transmittals and material submittals,RFI's,RFC's,Change Orders, Applications for Payment and all project communications with the City, its Construction Manager and Engineer. This system has certain hardware, interne access and operation requirements that form the basis for all project communications,documentation and records for the project.For more information, see INSTRUCTIONS TO BIDDERS, Section 00200. Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https://pearland.ionwave.net/Login.aspx upon registration. The documents are NOT viewable without registration. These same documents are also available at the following locations. Amtek Plan Room (713) 956-0100 4001 Sherwood Houston, TX 77092 The Associated General Contractors of America, Inc. (713) 334-7100 2400 Augusta, Suite 350 Houston, TX 77057 Virtual Builders Exchange (832)613-02014110 7035 W. Tidwell Building J, Suite 112 Houston, TX 77092 McGrawHill Construction—Dodge Reports 1-800-393-6343 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System. BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s). Bid Security and Bonds: Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to • the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall 7-2018 00100-2 of 4 12 CITY OF PEARLAND INVITATION TO BID be delivered to: Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive, Pearland, Texas 77581. The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent(100%) of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of"Treasury Department Circular No. 570", naming the City of Pearland, Texas as Obligee. Additionally, the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color, religion, sex, or national origin. The contractor, sub-recipient, or sub-contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this agreement, which may result in the termination of this agreement or such other remedy as the recipient deems appropriate. • Nondiscrimination: The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal: The Disadvantaged Business Enterprise(DBE)goal for this project is 6.5%. The Small Business Enterprise (SBE) goal for this project is 0.0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Selection Criteria: The Contract is to be awarded on the basis of Lowest Responsible Bidder. In identifying this criteria the City will consider: 1) lowest total bid price for all work listed and specifically requested, including but not limited to: Base Bid, Extra Work items and selected Alternates. The City of Pearland reserves the right to award a contract based on any combination of the above considered to be in its best interests or to reject any or all bids. A bid that has been"opened"may not be changed for the purposes of correcting an error in the bid price. Young Lorfing, TRMC City Secretary, 7-2018 00100-3 of 4 13 CITY OF PEARLAND INVITATION TO BID City of Pearland • First Publication date August 8, 2018 Second Publication date August 15, 2018 0 0 7-2018 00100-4 of 4 14 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS • Section 00210-T ITEM 2L—LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 1. INTRODUCTION Instructions to the Contractor in these specifications are generally written in active voice, imperative mood. The subject of imperative sentences is understood to be"the Contractor."The Owner's responsibilities are generally written in passive voice, indicative mood. Phrases such as "as approved," "unless otherwise approved," "upon approval," "as directed,""as verified," "as ordered," and"as determined" refer to actions of the Engineer unless otherwise stated, and it is understood that the directions, orders, or instructions to which they relate are within the limitations of and authorized by the Contract. 2. ELIGIBILITY OF BIDDERS Bidders on this project are not required to be prequalified through TxDOT. However, Contractors and Subcontractors are required to meet the City's standards as outlined in the General Conditions, Instructions to Bidders, and/or TxDOT's and FHWA qualifications for performing the work. 3. ISSUING BID DOCUMENTS SBid Documents may be obtained at from the City's E-bid System at: https://pearland.ionwave.net/Login.aspx. The Owner will not issue bid documents if one or more of the following apply: • the Bidder is prohibited from rebidding a specific project due to a bid error on the original bid documents, • the Bidder failed to enter into a Contract on the original award, • the Bidder was defaulted or terminated on the original Contract, unless the Owner terminated for convenience, or • the Bidder or a subsidiary or affiliate of the Bidder has received compensation from the Owner to participate in the preparation of the plans or specifications on which the bid or Contract is based. 4. INTERPRETING ESTIMATED QUANTITIES The quantities listed in the bid documents are approximate and will be used for the comparison of bids. Payments will be made for actual quantities of work performed in accordance with the Contract. S 06-2018 00210-T 1 of 7 38 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 5. EXAMINING DOCUMENTS AND WORK LOCATIONS410 Examine the bid documents and specified work locations before submitting a bid for the work. Submitting a bid will be considered evidence that the Bidder has performed this examination. Borings, soil profiles, water elevations, and underground utilities shown on the plans were obtained for the use of the Owner in the preparation of plans. This information is provided for the Bidder's information only and the Owner makes no representation as to the accuracy of the data. Be aware of the difficulty of accurately classifying all material encountered in making foundation investigations, the possible erosion of stream channels and banks after survey data have been obtained, and the unreliability of water elevations other than for the date recorded. Oral explanations, instructions, or consideration for Contractor-proposed changes in the bid documents given during the bidding process are not binding. Only requirements included in the bid documents and Owner-issued addenda are binding. Request explanations of documents at least five (5)days prior to the bid opening. Immediately notify the Owner of any error, omission, or ambiguity discovered in any part of the bid documents. The Owner will issue addenda when appropriate. 6. PREPARING THE BID Prepare the bid form furnished by the Owner. Informational bid forms printed • from the Owner's website will not be accepted. Specify a unit price in dollars and cents for each regular item, additive alternate item, deductive alternate item or replacement alternate item for which an estimated quantity is given. When"Working Days" is an item, submit the number of working days to be used to complete the Contract or phases of the Contract. The Owner will not accept an incomplete bid. A bid that has one or more of the deficiencies listed below is considered incomplete: • the bid form was not signed, • all certifications were not acknowledged, • a regular item, additive alternate item or deductive alternate item is left blank, • a regular item and the corresponding replacement alternate item are left blank, • the bid form submitted had the incorrect number of items, or • all addenda were not acknowledged. i 06-2018 00210-T 2 of 7 39 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS S7. NONRESPONSIVE BID The Owner will not accept a nonresponsive bid. A bid that has one or more of the deficiencies listed below is considered nonresponsive: • The bid was not submitted at the time and location specified in the advertisement. • A bid was submitted for the same project by a Bidder or Bidders and one or more of its partners or affiliates. • The Bidder failed to acknowledge receipt of all addenda issued. • The bid form was signed by a person who was not authorized to bind the Bidder or Bidders. • The bid guaranty did not comply with the requirements contained in this Item. • The bid was in a form other than the official bid form issued by the Owner. • The Bidder modified the bid in a manner that altered the conditions or requirements for work as stated in the bid documents. • The Bidder bid more than the maximum or less than the minimum number of allowable working days when working days was an item. • The Bidder did not attend a specified mandatory pre-bid conference. • The Bidder did not meet the requirements of the technical qualification. • The Bidder did not include a signed State of Texas Child Support Business • Ownership Form. • The bidder does not meet the Owner's qualification requirements. 8. SUBMITTAL OF BIDS 8.1. Electronic Bids. When electronic bidding is available,the Bidder is responsible for taking the appropriate measures to submit a bid. These measures include, but are not limited to, acquiring hardware, software, and Internet connectivity needed for submitting a bid via the Owner's bidding system. 8.1.1. Bid Form. Use the electronic bid form in the Owner's bidding system. When regular bid items have corresponding replacement alternate items, select the bid item or group of items to be used for the bid tabulation. Acknowledge all addenda listed in the Owner's bidding system. The electronic bid form may not contain the special provisions, special specifications, general notes, and other Contract documents. These documents are included by reference. 8.1.2. Bid Security. Provide a bid security in the amount indicated on the bid form. Acceptable forms include a certified check, cashier's check or Bid Bond. For a joint venture,the bond must be in the name of all joint venture participants. • Enter the bond authorization code into the Owner's bidding system. 06-2018 00210-T 3 of 7 40 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS It is the Bidder's responsibility to ensure the bid bond is issued in the name or • names of the Bidder or Bidders. 8.1.3. Submittal of Bid. Submit the bid using the Owner's bidding system. 8.1.4. Revising the Bid Form. Make desired changes as allowed by the Owner's bidding system up until the time and date set for the opening of bids. The last bid submitted will be used for tabulation purposes. 8.1.5. Withdrawing a Bid. Submit an electronic or written request to withdraw a bid before the time and date set for the opening. The Owner will not accept oral requests. An electronic request must be made using the Owner's bidding system. A written request must be signed and submitted to the Purchasing Officer with proof of identification. The request must be made by a person authorized to bind the Bidder or Bidders. In the case of joint venture, the Owner will accept a request from any person authorized to bind a party to the joint venture. The Owner may require written delegation of authority to withdraw a bid when the individual sent to withdraw the bid is not authorized to bind the Bidder or Bidders. 8.2. Printed Bid. 8.2.1. Bid Form. Mark all entries in ink. As an alternative to hand writing the unit prices in the bid form, submit a typed bid form. A typed bid form must contain the information in the format shown on the "Bid Proposal" in the bid form. • When regular bid items have corresponding replacement alternate items, select the bid item or group of items to be used for the bid tabulation. Acknowledge all addenda by initialing on the appropriate line of Bid Proposal Part A. Provide the complete and correct name of the Bidder submitting the bid. A person authorized to bind the Bidder must sign the bid form. In the case of a joint venture, provide the complete and correct name of all Bidders submitting the bid. In the case of a joint venture, the person signing the bid form must be authorized to bind all joint venture participants. If a bid form contains both regular items for domestic steel or iron materials and replacement alternate items for foreign steel or iron materials, the Bidder must either: • submit unit bid prices for domestic items only, or • submit unit bid prices for both the domestic and foreign items. 8.2.2. Bid Security. Provide a bid security in the amount indicated on the bid documents. Use either a certified check, cashier's check or a printed bid bond. 8.2.3. Security Check. Make the check payable to the Owner. The check must be a cashier's check, drawn by or on a state or national bank, or a state or federally chartered credit union (collectively referred to as"bank"). The check must be • 06-2018 00210-T 4 of 7 41 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS • dated on or before the date of the bid opening. Postdated checks will not be accepted. The type of check must be indicated on the face of the instrument and the instrument must be no more than 90 days old. A check must be made payable at or through the institution issuing the instrument; be drawn by a bank and on a bank; or be payable at or through a bank. The Owner will not accept personal checks teller's checks or money orders. 8.2.4. Bid Bond. Use the bid bond form provided by the Owner. Submit the bid bond with the powers of attorney attached and in the amount specified. The bond must be dated on or before the date of the bid opening, bear the impressed seal of the Surety, and be signed by the Bidder or Bidders and an authorized individual of the Surety. As an alternative for joint venture Bidders, each of the Bidders may submit a separate bid bond completed as outlined in this section. Bid bonds will only be accepted from Sureties authorized to execute a bond under and in accordance with State law. 8.2.5. Submittal of Bid. Place the completed bid form and the bid security in a sealed envelope marked to indicate the contents. When submitting by mail or delivery service, place the envelope in another sealed envelope and address as indicated in the official advertisement or in the bid documents. It is the Bidder's responsibility to ensure that the sealed bid arrives at the location described on or before the time and date set for the bid opening. To S be accepted, the bid must be in the hands of the Purchasing Officer by that time of opening regardless of the method chosen for delivery. 8.2.6. Revising the Bid Form. Make desired changes to the bid form in ink and submit the bid to the Purchasing Officer. The Owner will not make revisions to a bid on behalf of a Bidder. 8.2.7. Withdrawing a Bid. Submit a written request to withdraw a bid before the time and date set for the opening. The Owner will not accept oral requests. A written request must be signed and submitted to the Purchasing Officer with proof of identification. The request must be made by a person authorized to bind the Bidder or Bidders. In the case of joint venture,the Owner will accept a request from any person authorized to bind a party to the joint venture. The Owner may require written delegation of authority to withdraw a bid when the individual sent to withdraw the bid is not authorized to bind the Bidder or Bidders. 9. OPENING AND READING OF BIDS At the time, date, and location specified in the official advertisement,the Owner will publicly open and read bids. S 06-2018 00210-T 5 of 7 42 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 10. TABULATING BIDS • 10.1. Official Total Bid Amount. The Owner will sum the products of the quantities and the unit prices bid in the bid form to determine the official total bid amount, except as provided in Section 2.11., "Consideration of Unit Prices."The official total bid amount is the basis for determining the apparent low Bidder. The total bid amounts will be compared and the results made public. 10.2. Rounding of Unit Prices. The Owner will round off all unit bids involving fractional parts of a cent to the nearest one-tenth cent($0.001) in determining the amount of the bid as well as computing the amount due for payment of each item under the Contract. For rounding purposes, entries of five-hundredths of a cent ($0.0005)or more will be rounded up to the next highest tenth of a cent, while entries less than five-hundredths of a cent will be rounded down to the next lowest tenth of a cent. 10.3. Interpretation of Unit Prices. The Owner will make a documented determination of the unit bid price if a unit bid price is illegible or conflicting in the case of replacement alternate items. The Owner's determination will be final. 10.4. Consideration of Unit Prices. 10.4.1. A+ B Bidding. A+B Bidding does not apply to this project. 10.4.2. "Buy America." Comply with Buy America in accordance with Section 6.1.1.. • For a Bidder who proposes to use foreign steel or iron materials to be considered the apparent low Bidder,their total bid must be at least 25% lower than the next lowest bid if that bid proposes to use domestic steel or iron materials. This requirement does not apply to minimal use of steel or iron materials provided that the total cost of all foreign source items used in the project, as delivered to the project site, is less than $2,500 or one-tenth-of-one-percent(1/10 of 1%)of the Contract amount, whichever is greater. 11. CONSIDERATION OF BID ERRORS. The Owner will consider a claim of a bid error by the apparent low Bidder if the following requirements have been met: • Submit written notification to the Owner within 5 business days after the date the bid is opened. • Identify the items of work involved and include bidding documentation. The Owner may request clarification of submitted documentation. The Owner will evaluate the claim of an error by the apparent low Bidder by considering the following: • The bid error relates to a material item of work. • 06-2018 00210-T 6 of 7 43 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS • • The bid error amount is a significant portion of the total bid. • The bid error occurred despite the exercise of ordinary care. • The delay of the proposed work will not impact cost and safety to the public. Acceptance of the bid error claim by the Owner will result in the rejection of the bid of the apparent low bidder .and the Owner may consider the second responsive bid. The erring Contractor will not be allowed to bid the project if it is relet. Rejection of bids due to the Contractor's bid error may result in the application of sanctions by the Owner. 12. TIE BIDS If the official total bid amount for 2 or more Bidders is equal and those bids are the lowest submitted, each tie Bidder will be given an opportunity to withdraw their bid. If 2 or more tie Bidders do not withdraw their bids,the low Bidder will be determined by a coin toss. If all tie Bidders request to withdraw their bids, no withdrawals will be allowed and the low Bidder will be determined by a coin toss. The Purchasing Officer will preside over the proceedings for the coin toss. S S 06-2018 00210-T 7 of 7 44 CITY OF PEARLAND BID PROPOSAL • Section 00300 Part B Bid Proposal Project Name: Hughes Ranch Contract Name: Road Project Number:TR1201 Bid No: 0418-33 BASE BID(INCLUDES:GENERAL,ROADWAY,REMOVAL TRAFFIC SIGNAL,SWPPP,DRAINAGE SIGNING&STRIPING,TCP,SOUND WALL,LANDSCAPE&IRRIGATION Quantity UOM Description Spec Unit Price Total Reference Amount GENERAL 1 LS MOBILIZATION (3%) 500 6001 TRAFFIC CONTROL 377 SY CUT& RESTORING PAV 400 6006 25 MO BARRICADES,SIGNS AND TRAFFIC HANDLING 502 6001 4300 LF PORT CTB(FUR & INST)(LOW PROF)(TY 1) 512 6009 360 LF PORT CTB(FUR & INST)(LOW PROF)(TY 2) 512 6010 400 LF PORT CTB(MOVE)(LOW PROF)(TY 1) 512 6033 80 LF PORT CTB(MOVE)(LOW PROF)(TY 2) 512 6034 4300 LF PORT CTB(REMOVE)(LOW PROF)(TY 1) 512 6057 360 LF PORT CTB(REMOVE)(LOW PROF)(TY 2) 512 6058 1111 350 DAY PORTABLE CHANGEABLE MESSAGE SIGN 6001 6001 35 DAY TMA(STATIONARY) 6185 6002 1 OF 14 47 CITY OF PEARLAND BID PROPOSAL Spec Total Quantity UOM Description Unit Price Reference Amount • 272 HR TMA(MOBILE OPERATION) 6185 6003 14028 SY REMOVING STAB BASE AND ASPH PAV(8") 02220 1151 SY REMOVINGESTAB BASE AND ASPH PAV(1"- 02220 2") 12 EA GRATE&FRAME 02603 2 EA SET(TY II))(DES 2)(RCP)(6:1)(P) 02629 1 EA SET(TY II))(DES 4)(RCP)(6:1)(P) 02629 14028 SY ASPHALT STAB BASE (GR 2)(PG 64)(6") 02710 14137 SY D-GR HMA TY-D PG64-22 (2") 02741 • 1151 SY D-GR HMA TY-D PG64-22 (1"-22") 02741 303 LF WK ZN PAV MRK REMOV CLASS 1 (W)4" 02762 (DOT) 21989 LF WK ZN PAV MRK REMOV CLASS I (W) 4" 02762 (SLD) 1595 LF WK ZN PAV MRK REMOV CLASS 1 (W) 8" 02762 (SID) 1265 IF WK ZN PAV MRK REMOV CLASS 1 (W) 24" 02762 (SID) 2 EA WK ZN PAV MRK REMOV CLASS I(W)ARROW 02762 2 EA WK ZN PAV MRK REMOV CLASS 1 (W) WORD 02762 IIP 2 OF 14 48 CITY OF PEARLAND BID PROPOSAL • Quantity UOM Description Spec Unit Price Total Reference Amount 285 LF WK ZN PAV MRK REMOV CLASS I (Y)4" (DOT) 02762 58692 LF WK ZN PAV MRK REMOV CLASS I (Y)4" (SLD) 02762 24137 LF ELIM EXT PAV MRK& MRKS(4") 02981 223 LF ELIM EXT PAV MRK& MRKS(6") 02981 3205 LF ELIM EXT PAV MRK& MRKS(8") 02981 327 LF ELIM EXT PAV MRK& MRKS (12") 02981 838 LF ELIM EXT PAV MRK& MRKS(24") 02981 S8 EA ELIM EXT PAV MRK& MRKS (ARROW) 02981 9 EA ELIM EXT PAV MRK& MRKS (WORD) 02981 ROADWAY 13794 CY EMBANKMENT(FINAL)(DENS CONT)(TY C) 132 6006 6504 SY CONC PVMT(CONT REINF)(FAST TRK)(13") 360 6043 3967 SY LANDSCAPE PAVERS 528 6004 1033 SY CONC MEDIAN 536 6002 7 EA MAILBOX 560 0 105.99 STA PREP ROW 02200 3 OF 14 49 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount • 12611 CY EXCAVATION (DETENTION PONDS) 02315 14859 CY EXCAVATION (ROADWAY) 02316 1278 TON LIME (HYD,COM, OR QK(SLURRY) ) 02335 70992 SY LIME TRT(EXST MATL) (8") 02335 19 EA ADJUST FIRE HYDRANT(VERT&HORIZ) 02514 52 EA ADJUST VALVE BOX(VERT& HORIZ) 02633 149 SY ASPHALT STAB BASE (GR 2)(PG 64)(10") 02710 63220 SY CONC PAV(JOINT REINF) (10") 02751 41110 21728 LF CONC CURB (MONO) (TY II) 02770 19321 LF CONC CURB (DOWEL) 02770 113536 SF CONC SIDEWALKS(4") 02771 36 EA PED RAMP 02771 1940 SY DRIVEWAYS(CONC) 02775 6.47 AC HYDROMULCH SEEDING 02921 20443 SY BLOCK SODDING 02922 0 4OF14 50 CITY OF PEARLAND BID PROPOSAL 0 Quantity UOM Description Spec Unit Price Total Reference Amount REMOVAL 1250 SY REMOVING CONC(PAV) 02220 27 SY REMOVING CONC(RIPRAP) 02220 3668 SY REMOVING CONC(SIDEWALKS) 02220 1197 SY REMOVING CONC(DRIVEWAYS) 02220 33034 SY REMOVING STAB BASE AND ASPH PAV(8" - 02220 20") 17 EA REMOV STR (INLET) 02220 • 30 EA REMOV STR (SET) 02220 2912 LF REMOV STR (PIPE)(ALL SIZES) 02220 1 EA REMOV STR (BRIDGE)0-99FT LENGTH 02220 7 EA REMOV MAILBOX 02220 SOUND WALL 11862 LF PRECAST CONCRETE FENCING (9 FT) 6200 DRAINAGE 84 CY RIPRAP(CONC)(CL B)(5 IN) 432 6010 9956 LF CONTROL OF GROUND WATER AND SURFACE 01564 WATER 0 5 OF 14 51 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount • 9956 LF TRENCH EXCAVATION PROTECTION 01570 15494 TON CEM STABIL SAND BKFL 02252 672 TON CEMENT STAB SAND BKFL(INLET OR MH) 02252 9 EA MANH (COMPL) (TY C) 02542 28 EA GALVANIZED STEEL FOR RCP GRATE 02603 1 EA SET(TY I) (S=5 FT) (HW=3 FT) (4: 1) (C) 02629 4 EA SET(TY II) (12 IN) (RCP) (6: 1) (P) 02629 17 EA SET TY II) (18 IN) (RCP) (6: 1) (P) 02629 • 2 EA SET(TY II) (24 IN) (RCP) (6: 1) (P) 02629 1 EA SET(TY II) (30 IN) (RCP) (3: 1)(C) 02629 841 LF CONC BOX CULV(4 FT X 2 FT) 02630 9 LF CONC BOX CULV(4 FT X 2.5 FT) 02630 300 LF CONC BOX CULV(5 FT X 2 FT) 02630 2418 LF CONC BOX CULV(6 FT X 3 FT) 02630 89 LF RC PIPE(CL III) (12 IN) 02630 IP 60F 14 52 CITY OF PEARLAND BID PROPOSAL 0 Quantity UOM Description Spec Unit Price Total Reference Amount 56 LF RC PIPE (CL III) (15 IN) 02630 2245 LF RC PIPE(CL III) (18 IN) 02630 4520 LF RC PIPE (CL III) (24 IN) 02630 2302 LF RC PIPE (CL III) (30 IN) 02630 250 LF RC PIPE (CL III) (36 IN) 02630 270 LF RC PIPE (CL III) (42 IN) 02630 360 LF RC PIPE (CL III)(48 IN) 02630 • 1293 LF RC PIPE (ELLIP)(CL 111)(DES 1) 02630 3004 LF RC PIPE (ELLIP)(CL III)(DES 2) 02630 2360 LF RC PIPE (ELLIP)(CL III)(DES 4) 02630 5 EA INLET(COMPL) (TY A) 02631 59 EA INLET(COMPL)(TY C) 02631 2 EA INLET MAINTENANCE BERM 02631 1 EA WINGWALL(PW) (HW=4 FT) 02631 1111 1 EA HEADWALL(CH -PW-0) (DIA= 18 IN) 02631 7 OF 14 53 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount • 1 EA ADJUST INLET 02633 1 EA ADJUST MH 02633 9 EA JUNCTION BOX (SPL) 03310 ILLUMINATION 182 LF DRILL SHAFT(18 IN) 416 6001 13955 LF CONDT(PVC) (SCH 80) (2") 618 6046 TRAFFIC SIGNAL 32 LF DRILL SHAFT(TRF SIG POLE) (36 IN) 416 6032 36 LF DRILL SHAFT(TRF SIG POLE) (42 IN) 416 6033 • 110 LF CONDT(PVC) (SCH 80) (2") (BORE) 618 6047 145 LF CONDT(PVC) (SCH 80) (3") 618 6053 160 LF CONDT(PVC) (SCH 80) (4") 618 6058 220 LF CONDT(PVC) (SCH 80) (4") (BORE) 618 6059 820 LF ELEC CONDR (NO. 6) BARE 620 6009 130 LF ELEC CONDR (NO.4) BARE 620 6011 260 LF ELEC CONDR (NO.4) INSULATED 620 6012 el 8 OF 14 54 CITY OF PEARLAND BID PROPOSAL 0 Quantity UOM Description Spec Unit Price Total Reference Amount 1005 LF TRAY CABLE(4 CONDR) (12 AWG) 621 6005 6 EA GROUND BOX TY D (162922)W/APRON 624 6010 2 EA ELC SRV TY D 120/240 070 (NS) SS(E) SP (0) 628 6188 33 SF ALUMINUM SIGNS(TY A) 636 6001 2 EA INSTALL OF HWY TRF SIG (ISOLATED) 680 6002 12 EA VEH SIG SEC (12 IN) LED (GRN) 682 6001 2 EA VEH SIG SEC (12") LED (GRN ARW) 682 6002 • " 18 EA VEH SIG SEC(12") LED(YEL) 682 6003 4 EA VEH SIG SEC(12") LED (YEL ARW) 682 6004 12 EA VEH SIG SEC(12 IN) LED(RED) 682 6005 10 EA VEH SIG SEC(12") LED (RED ARW) 682 6006 8 EA PED SIG SEC(12 IN) LED (COUNTDOWN) 682 6018 6 EA BACK PLATE(12") (1 SEC) 682 6021 12 EA BACK PLATE (12") (3 SEC) 682 6023 11111 2 EA BACK PLATE (12") (4 SEC) 682 6024 90F 14 55 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount • 890 LF TRF SIG CBL(TY A) (12 AWG) ( 2 CONDR) 684 6007 935 LF TRF SIG CBL(TY A) (12 AWG) (4 CONDR) 684 6009 2045 LF TRF SIG CBL(TY A) (12 AWG) (7 CONDR) 684 6012 3 EA INSTL RDSD FLSH BEACON ASSM (SOLAR 685 6004 PWRD) INS TRF SIG PL AM (5) 1 ARM (28') LUM (COP 1 EA 686 DECORATIVE) INS TRF SIG PL AM (S) 1 ARM (36') LUM (COP 1 EA 686 DECORATIVE) 1 EA INS TRF SIG PL AM (5) 2 ARM (40-28') LUM 686 (COP DECORATIVE) •1 EA INS TRF SIG PL AM (S) 2 ARM (40-32') LUM 686 (COP DECORATIVE) 6 EA PED POLE ASSEMBLY(COP DECORATIVE) 687 1 EA PED POLE ASSEMBLY 687 6001 1 EA RELOCATE PED POLE ASSEMBLY 687 6003 8 EA PED DETECT PUSH BUTTON (APS) 688 6001 4 EA REPLACE OF SIGNAL HEAD ASSM 690 6025 2 EA VIVDS PROCESSOR SYSTEM 6002 6001 6 EA VIVDS CAMERA ASSEMBLY 6002 6002 IIIP 10 OF 14 56 CITY OF PEARLAND BID PROPOSAL Spec0 Total Quantity UOM Description Unit Price Reference Amount 2 EA VIVDS SET-UP SYSTEM 6002 6003 1305 LF VIVDS COMMUNICATION CABLE(COAXIAL) 6002 6005 SIGNING & PAVEMENT MARKINGS 7 LF DRILL SHAFT(NON -REINFORCED) (12 IN) 416 6015 47 EA INS SM RD SN SUP &AM TY 10BWG (1) SA(P) 644 6001 1 EA INS SM RD SN SUP&AM TY 10BWG (1)SA(T) 644 6004 1 EA INS SM RD SN SUP&AM TY 10BWG (1) SA 644 6007 (U) III3 EA RELOCATE SM RD SN SUP&AM TY 10BWG 644 6068 297.6 LB INSTALL LRSS(STRUCT STEEL) 647 6001 6235 LF PAVEMENT SEALER 4" 666 6224 3518 IF PAVEMENT SEALER 8" 666 6226 8491 LF PAVEMENT SEALER 12" 666 6228 1013 LF PAVEMENT SEALER 24" 666 6230 6 EA REFL PAV MRKR TY I-C 672 6007 37 EA REF_PAV MRKR TY II -A-A 672 6009 S332 EA REFL PAV MRKR TY II -C-R 672 6010 11 OF 14 57 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount • 20 EA TRAFFIC BUTTON TY B 672 6018 115 LF REFL PAV MRK TY I (W)4" (DOT) (100MIL) 02582 4786 IF REFL PAV MRK TY I (W)4" (BRK) (100MIL) 02582 129 LF REFL PAV MRK TY I (W)4" (SID) (100MIL) 02582 3518 LF REFL PAV MRK TY I (W) 8" (SLD)(100MIL) 02582 2314 LF REFL PAV MRK TY I (W) 12" (SLD) (100MIL) 02582 968 LF REFI PAV MRK TY I (W) 24" (SLD) (100MIL) 02582 1205 LF REFL PAV MRK TY I (Y)4" (SLD) (100MIL) 02582 • 45 LF REFL PAV MRK TY 1 (Y) 24" (SLD) (100MIL) 02582 30 EA REFL PAV MRK TY 1(W) (ARROW) (100MIL) 02582 3 EA REFL PAV MRK TY I (W) (DBL ARROW) 02582 (100MIL) 30 EA REFL PAV MRK TY I (W) (WORD) (100MIL) 02582 6177 LF REF PAV MRK TY I (Y) 12" (SID) (100 MIL) 02582 11 EA REF PAV MRK TY I (Y) (MED NOSE) (100 MIL) 02582 6235 LF PAV SURF PREP FOR MRK(4") — 02981 • 12 OF 14 58 CITY OF PEARLAND BID PROPOSAL • Quantity UOM Description Spec Unit Price Total Reference Amount 3518 LF PAV SURF PREP FOR MRK(8") 02981 8491 LF PAV SURF PREP FOR MRK (12") 02981 1013 LF PAV SURF PREP FOR MRK(24") 02981 STORM WATER POLLUTION PREVENTION 6186 SY SOIL RETENTION BLANKETS (CL 1) (TY A) 169 6001 70 LF ROCK FILTER DAMS(INSTALL)(TY1) 506 6001 70 LF ROCK FILTER DAMS(REMOVE) 506 6011 • 1170 SY CONSTRUCTION EXITS (INSTALL) 01550 1170 SY CONSTRUCTION EXITS(REMOVE) 01550 9170 LF REINFORCED FILTER FABRIC BARRIER 01561 789 LF GRAVEL BAGS (INSTALL) 01561 789 IF GRAVEL BAGS(REMOVE) 01561 IRRIGATION &PLANTING 1 LS IRRIGATION SYSTEM COMPLETE 02441 1 LS POWER:STEEL CHANNEL 02441 • 1 LS WATER METER/TAPS& FEES 02441 13 OF 14 59 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total • Reference Amount 1175 LF BORE AND SLEEVE 02441 12 EA CRAPE MYRTLE 'TUSCARORA' (45 GAL) 02480 104 EA LIVE OAK (65 GAL) 02480 102 EA DWARF BOTTLE BRUSH (5 GAL) 02480 276 EA BICOLOR IRIS(1 GAL) 02480 96 EA DAYLILY(1 GAL) 02480 221 EA ASIAN JASMINE(1 GAL) 02480 • 194 EA LIRIOPE (1 GAL) 02480 165 EA GOLD LANTANA(1 GAL) 02480 3 MO EXTERIOR LANDSCAPE MAINTENANCE 02493 CASH ALLOWANCES 1 LS FORCE ACCOUNT—FLAGMEN ($30,000) 1 FORCE ACCOUNT-OFF-DUTY POLICE LS OFFICERS($40,000) • 14 OF 14 60 Sheet County: Brazoria Control: 0912-31-311 • Highway: Hughes Ranch Rd General Notes: General: Unless otherwise shown on the plans, RAP generated by this project will become the property of the Contractor for use in the current construction project or in future projects. If fixed features require,the governing slopes shown may vary between the limits shown and to the extent determined by the Engineer. Notify the Engineer immediately if discrepancies are discovered in the horizontal control or the benchmark data. References to manufacturer's trade name or catalog numbers are for the purpose of identification only. Similar materials from other manufacturers are permitted if they are of equal quality, comply with the specifications for this project, and are approved, except for roadway illumination, electrical, and traffic signal items. The cost for materials, labor, and incidentals to provide for traffic across the roadway and for 116 ingress and egress to private property in accordance with Section 7.2.4 of the standard specifications is subsidiary to the various bid items. Restore access roadways to their original condition upon completing construction. Grade street intersections and median openings for surface drainage. If a foundation is to be placed where a riprap surface or an asphalt concrete surface presently exists, use caution in breaking out the existing surface for placement. Break out no greater area than is required to place the foundation. After placing the foundation, wrap the periphery with 0.5 in. pre-molded mastic expansion joint. Then replace the remaining portion of the broken out surface with Class A or Class C concrete or cold mix asphalt concrete to the exact slope,pattern, and thickness of the existing riprap or asphalt. Payment for breaking out the existing surface, wrapping the foundation, and replacing the surface is subsidiary to the various bid items. Furnish aluminum Type A signs instead of plywood signs for signs shown on the Summary of Small Signs sheet. Clearly mark or highlight on the shop drawings,the items being furnished for this project. Submit required shop drawings in accordance with the shop drawing distribution list shown in the note for Item 5 for review and distribution. Right of way parcels or utility adjustments shown to be unclear on the plans but not listed on the special provisions will have no effect on construction. Unless otherwise shown on the plans or otherwise directed, commence work after sunrise and • ensure construction equipment is off the road by sunset. General Notes Sheet A 310 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Procure permits and licenses, which are to be issued by the City, County, or Municipal Utility District. Any groundwater elevation information provided is representative of conditions existing on the day when and for the specific location where this information was collected. The actual groundwater elevation may fluctuate with time, climatic conditions, and construction activity. General: Roadway Illumination and Electrical For roadway illumination and electrical items, use materials from pre-qualified producers as shown on the Construction Division(CST) of the Department's material producers list. Check the latest link on the TxDOT website for this list. The category/item is"Roadway Illumination and Electrical Supplies." No substitutions will be allowed for materials found on this list. Pull boxes and warning tape to be furnished by CenterPoint Energy upon Contractor's request, or Contractor may obtain warning tape and pull boxes of approved equal material and design. Obtaining and installing the pull boxes and warning tape shall be considered subsidiary to installation of the conduit. Installation of luminaires to be installed by others. General: Traffic Signals For traffic signal items, use materials from the Pre-Qualified Producers List(located at • http://www.dot.state.tx.us/GSD/purchasing/supps.htm) and the materials pre-qualified for illumination and electrical items (located at http://ftp.dot.state.tx.us/pub/txdot- info/cmd/mpl/riaes.pdf) as shown on the Department's Material Producers List and the Roadway Illumination and Electrical Supplies List. Check the latest links on the TxDOT website for these lists. No substitutions will be allowed for materials found on these lists. General: Site Management Mark stations every 100 ft. and maintain the markings for the project duration. Remove the station markings at the completion of the project. This work is subsidiary to the various bid items. Do not mix or store materials, or store or repair equipment, on top of concrete pavement or bridge decks unless authorized by the Engineer. Permission will be granted to store materials on surfaces if no damage or discoloration will result. Personal vehicles of employees are not permitted to park within the right of way, including sections closed to public traffic. Employees may park on the right of way at the Contractor's office, equipment, and materials storage yard sites. Assume ownership of debris and dispose of at an approved location. Do not dispose of debris on private property unless approved in writing by the District Engineer. 4110 General Notes Sheet B 311 Sheet County: Brazoria Control: 0912-31-311 111110 Highway: Hughes Ranch Rd Control the dust caused by construction operations. For sweeping the base material in preparation for laying asphalt and for sweeping the finished concrete pavement, use one of the following types of sweepers or approved equal: Tricycle Type Truck Type-4 Wheel Wayne Series 900 M-B Cruiser II Elgin White Wing Wayne Model 945 Elgin Pelican Mobile TE-3 Mobile TE-4 Murphy 4042 General: Traffic Control and Construction Schedule construction operations such that preparing individual items of work follows in close sequence to constructing storm drains in order to provide as little inconvenience as practical to the businesses and residents along the project. S Schedule work so that the base placement operations follow the subgrade work as closely as practical to reduce the hazard to the traveling public and to prevent undue delay caused by wet weather. This project requires extensive grading operations in an environmentally sensitive area. If relocating mailboxes, place them with the post firmly in the ground at nearby locations. Upon completing the project, the Engineer will locate the final mailbox placement. Perform this work in accordance with the requirements of the Item, "Mailbox Assemblies,"except for measurement and payment. This work is subsidiary to the various bid items. If fences cross construction easements shown on the plans and work is required beyond the fences, remove and replace the fences as directed. This work and the materials are subsidiary to the various bid items. When design details are not shown on the plans,provide signs and arrows conforming to the latest"Standard Highway Sign Designs for Texas" manual. General: Utilities Consider the locations of underground utilities depicted in the plans as approximate and employ responsible care to avoid damaging utility facilities. Depending upon scope and magnitude of planned construction activities, advanced field confirmation by the utility owner or operator may be prudent. Where possible, protect and preserve permanent signs, markers, and designations of • underground facilities. General Notes Sheet C 312 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • If the Contractor damages or causes damage (breaks, leaks, nicks, dents, gouges, etc.) to the utility, contact the utility facility owner or operator immediately. Notify the Engineer at least 48 hours before constructing junction boxes at storm drain and utility intersections. Install or remove poles and luminaires located near overhead or underground electrical lines using established industry and utility safety practices. Consult the appropriate utility company before beginning such work. If overhead or underground power lines need to be de-energized, contact the electrical service provider to perform this work. Costs associated with de-energizing the power lines or other protective measures required are at no expense to the City. If working near power lines, comply with the appropriate sections of Texas State Law and Federal Regulations relating to the type of work involved. Perform electrical work(with the exception of any street light related work) in conformance with the National Electrical Code(NEC) and Department standard sheets. Item 5: Control of Work111110 Submit shop drawings electronically for the fabrication of items as documented in Table 1 or Table 2 below. Information and requirements for electronic submittals can be viewed in the "Guide to Electronic Shop Drawing Submittal"which can be accessed through the following web link, ftp://ftp.dot.state.tx.us/pub/txdot-info/library/pubs/bus/bridge/e submit guide.pdf. References to 11 in. x 17 in. sheets in individual specifications for structural items imply electronic CAD sheets. Table 1 2014 Construction Specification Required Shop/Working Drawing Submittals-TxDOT Generated Plans Contractor/ Shop or Spec Submittal Approval Fabricator Reviewing Working Item Product Required Required P.E.Seal Party Drawing No.'s (YIN) Required (Note 1) 7.16.1&.2 Construction Load Analyses Y Y Y B WD 400 Excavation and Backfill for Y N Y A WD Structures(cofferdams) 403 Temporary Special Shoring Y N Y C WD 420 Formwork/Falsework Y N Y A WD 423 Retaining Walls, (calcs req'd.) Y Y Y C SD 425 Optional Design Calculations Y Y Y B SD (Prstrs Bms) 425 Prestr Concr Sheet Piling Y Y _ N B SD 425 Prestr Concr Beams Y Y N B SD 425 Prestr Concr Bent Y Y N B SD AP General Notes Sheet D 313 Sheet County: Brazoria Control: 0912-31-311 SHighway: Hughes Ranch Rd 426 Post Tension Details Y Y N B SD 434 Elastomeric Bearing Pads(All) Y Y N B SD 441 Bridge Protective Assembly Y Y N B SD 441 Misc Steel(various steel Y Y N B SD assemblies) 441 Steel Pedestals(bridge raising) Y Y N B SD 441 Steel Bearings Y Y N B SD 441 Steel Bent Y Y N B SD 441 Steel Diaphragms Y Y N B SD 441 Steel Finger Joint Y Y N B SD 441 Steel Plate Girder Y Y N B SD 441 Steel Tub-Girders Y Y N B SD 441 Erection Plans, including Falsework Y N Y A WD 449 Sign Structure Anchor Bolts Y Y N T SD 450 Railing Y Y N A SD 462 Concrete Box Culvert Y Y N C SD 462 Concrete Box Culvert(Alternate Y Y Y B SD Designs Only,calcs reqd.) Reinforced Concrete Pipe(Jack 464 and Bore only; ONLY when Y Y Y A SD requested) 465 Pre-cast Junction Boxes, Grates, Y Y N A SD and Inlets Pre-cast Junction Boxes, Grates, 1111 465 and Inlets(Alternate Designs Only, Y Y Y B SD calcs req'd.) 466 Pre-cast Headwalls and Wingwalls Y Y N A SD 467 Pre-cast Safety End Treatments Y Y N A SD 495 Raising Existing Structure(calcs Y Y Y B SD reqd.) 610 Roadway Illumination Supports Y Y Y BRG SD (Non-Standard only, calcs regd.) 613 High Mast Illumination Poles(Non- Y Y Y BRG SD standard only, calcs regd.) 627 Treated Timber Poles Y Y N T SD Special Non-Standard Supports 644 (Bridge Mounts, Barrier Mounts, Y Y Y T SD Etc.) 647 Large Roadside Sign Supports Y Y Y T SD 650 Cantilever Sign Structure Supports Y Y Y T SD -Alternate Design Calcs. 650 Sign Structures Y Y N T SD 680 Installation of Highway Traffic Y Y N T SD Signals 682 Vehicle and Pedestrian Signal Y Y N T SD Heads 684 Traffic Signal Cables Y Y N T SD 685 Roadside Flashing Beacon Y Y N T SD Assemblies 686 Traffic Signal Pole Assemblies Y Y Y T SD (Steel)(Non-Standard only) 687 Pedestal Pole Assemblies Y Y N T SD 688 Detectors Y Y N A SD 1111 784 Repairing Steel Bridge Members Y Y Y B WD General Notes Sheet E 314 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd i SS Prestr Concr Crown Span Y Y N B SD SS Sound Barrier Walls Y Y Y A SD SS Camera Poles Y Y Y TMS SD SS Pedestrian Bridge(Calcs req'd.) Y Y Y B SD SS Screw-In Type Anchor Foundations Y Y N T SD SS Fiber Optic/Communication Cable Y Y N TMS SD SS Spread Spectrum Radios for Y Y N T SD Signals SS VIVDS System for Signals Y Y N T SD SS CTMS Equipment Y Y N TMS SD Notes: 1. Document flow for Working Drawings differs from Shop Drawings in that Working Drawings must be submitted to the Engineer rather than the Engineer of Record and they are for the information of the Engineer only; an approval stamp and distribution to all project offices is not required. Key to Reviewing Party A-Area Office Brazoria Area Office HOU-BRZASh o Drw•s a txdot.l ov Traffic Systems Construction Office HOU-TSCSh_pDrwgsd;txdot.gov B-Houston Bridge Engineer Bridge Design (Houston TxDOT) I HOU-BrgShpDrwgs(ntxdot.gov BRG-Austin Bridge Division Bridge Design(Austin TxDOT) 1 BRG ShopPlanReview;n.txdot.gov C-Construction Office • Construction HOU-ConstrShpDrwgs(ikxdot.gov Laboratory HOU-LabShpDrwcs(altxdot.eov T-Traffic Engineer Traffic Operations HOU-TrfShpDrwgs(rutxdot.gov TMS—Traffic Management System Computerized Traffic Management Systems(CTMS) HOU-CTMSShpDrwgs(a4txdot.gov Table 2 2014 Construction Specification Required Shop/Working Drawing Submittals -Consultant Generated Plans Contractor/ Shop or Spec Submittal Approval Fabricator Reviewing Working Item Product Required Required P.E.Seal Party Drawing No.'s (Y/N) Required (Note 1) 7.16.1&.2 Construction Load Analyses Y Y Y D WD Excavation and Backfill for 400 Structures(cofferdams) Y N Y D WD 403 Temporary Special Shoring Y N Y D WD 420 Formwork/Falsework Y - N Y D WD 423 Retaining Walls, (talcs req'd.) Y Y Y D SD 425 Optional Design Calculations Y Y Y D SD (Prstrs Bms) 425 Prestr Concr Sheet Piling Y Y N D SD 425 Prestr Concr Beams Y Y N D SD 425 Prestr Concr Bent Y Y N D SD 426 Post Tension Details Y Y N D SD 434 Elastomeric Bearing Pads(All) _ Y _ Y N - D SD 441 Bridge Protective Assembly Y Y N D SD • General Notes Sheet F 315 Sheet County: Brazoria Control: 0912-31-311 SHighway: Hughes Ranch Rd 441 Misc Steel(various steel Y Y N D SD assemblies) 441 Steel Pedestals(bridge raising) Y Y N D SD 441 Steel Bearings Y Y N D SD 441 Steel Bent Y Y N D SD 441 Steel Diaphragms Y Y N D SD 441 Steel Finger Joint Y Y N D SD 441 Steel Plate Girder Y Y N D SD 441 Steel Tub-Girders Y Y N D SD 441 Erection Plans, including Falsework Y N Y D WD 449 Sign Structure Anchor Bolts Y Y N D SD 450 Railing Y Y N D SD 462 Concrete Box Culvert Y Y N D SD 462 Concrete Box Culvert(Alternate Y Y Y D SD Designs Only,calcs reqd.) Reinforced Concrete Pipe(Jack 464 and Bore only; ONLY when Y Y Y D SD requested) 465 Pre-cast Junction Boxes, Grates, Y Y N D SD and Inlets Pre-cast Junction Boxes, Grates, 465 and Inlets(Alternate Designs Only, Y Y Y D SD calcs req'd.) 466 Pre-cast Headwalls and Wingwalls Y Y N D SD S 467 Pre-cast Safety End Treatments Y Y N D SD 495 Raising Existing Structure(calcs Y Y Y D SD reqd.) 610 Roadway Illumination Supports Y Y Y D SD (Non-Standard only, calcs reqd.) 613 High Mast Illumination Poles(Non- Y Y Y D SD standard only, calcs reqd.) 627 Treated Timber Poles Y Y N D SD Special Non-Standard Supports 644 (Bridge Mounts, Barrier Mounts, Y Y Y D SD Etc.) 647 Large Roadside Sign Supports Y Y Y D SD 650 Cantilever Sign Structure Supports Y Y Y D SD -Alternate Design Calcs. 650 Sign Structures Y Y N D SD 680 Installation of Highway Traffic Y Y N D SD Signals 682 Vehicle and Pedestrian Signal Y Y N D SD Heads 684 Traffic Signal Cables Y Y N D SD 685 Roadside Flashing Beacon Y Y N D SD Assemblies 686 Traffic Signal Pole Assemblies Y Y Y D SD (Steel)(Non-Standard only) 687 Pedestal Pole Assemblies Y Y N D SD 688 Detectors Y Y N D SD 784 Repairing Steel Bridge Members Y Y Y D WD SS Prestr Concr Crown Span Y Y N D SD SS Sound Barrier Walls Y Y Y D SD 1111 SS Camera Poles Y Y Y TMS SD General Notes Sheet G 316 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • SS Pedestrian Bridge(Calcs req'd.) Y Y Y D SD SS Screw-In Type Anchor Foundations Y Y N D SD SS Fiber Optic/Communication Cable Y Y N TMS SD SS Spread Spectrum Radios for Y Y N D SD Signals SS VIVDS System for Signals Y Y N D SD SS CTMS Equipment Y Y N TMS SD Notes: 1. Document flow for Working Drawings differs from Shop Drawings in that Working Drawings must be submitted to the Engineer rather than the Engineer of Record and they are for the information of the Engineer only; an approval stamp and distribution to all project offices is not required. Key to Reviewing Party D—Consultant: Submit to Engineer of Record at email(Whost.xxx TMS—Traffic Management System Computerized Traffic Management Systems(CTMS) HOU-CTMSStmDrwgsatxdot.gov Item 7: Legal Relations and Responsibilities Do not initiate activities in a Project Specific Location(PSL), associated with a U.S. Army Corps of Engineers(USACE)permit area,that have not been previously evaluated by the USACE as part of the permit review of this project. Such activities include those pertaining to, but are not4110 limited to, haul roads, equipment staging areas, borrow and disposal sites. Associated defined here means materials are delivered to or from the PSL. The permit area includes the waters of the U.S. or associated wetlands affected by activities associated with this project. Special restrictions may be required for such work. Assume responsibility for consultations with the USACE regarding activities, including PSLs that have not been previously evaluated by the USACE. Provide the City with a copy of consultations or approvals from the USACE before initiating activities. The Contractor may proceed with activities in PSLs that do not affect a USACE permit area if a self-determination has been made that the PSL is non jurisdictional or if proper USACE clearances have been obtained in jurisdictional areas or have been previously evaluated by the USACE as part of the permit review of this project. The Contractor is solely responsible for documenting any determinations that their activities do not affect a USACE permit area. Maintain copies of their determinations for review by the City or any regulatory agency. Document and coordinate with the USACE, if required, before hauling any excavation from or hauling any embankment to a USACE permit area by either 1 or 2 below: 1. Restricted Use of Materials for the Previously Evaluated Permit Areas. Document both the Project Specific Locations (PSL) and their authorization. Maintain copies for review by the City or any regulatory agency. When an area • General Notes Sheet H 317 Sheet County: Brazoria Control: 0912-31-311 1111 Highway: Hu hes Ranch Rd g within the project limits has been evaluated by the USACE as part of the permit process for this project: a. Suitable excavation of required material in the areas shown on the plans and cross sections as specified in the Item, "Excavation" is used for permanent or temporary fill (under the Item, "Embankment")within a USACE permit area. b. Suitable embankment(under the Item, "Embankment") from within the USACE permit area is used as fill within a USACE evaluated area. c. Unsuitable excavation or excess excavation, "Waste" (under the Item, "Excavation"),that is disposed of at a location approved within a USACE evaluated area. 2. Contractor Materials from Areas Other than Previously Evaluated Areas. Provide the City with a copy of USACE coordination or approvals before initiating any activities for an area within the project limits that has not been evaluated by the USACE or for any off right of way locations used for the following, but not limited to, haul roads, equipment staging areas, borrow and disposal sites: a. The Item, "Embankment" used for temporary or permanent fill within a USACE permit area. b. Unsuitable excavation or excess excavation, "Waste"(under the Item, 1111 "Excavation"), that is disposed of outside a USACE evaluated area. The total area disturbed for this project is 28.85 acres. The disturbed area in this project, the project locations in the Contract, and Contractor project specific locations (PSLs) within 1 mile of the project limits for the Contract, will further establish the authorization requirements for storm water discharges. The City will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres,provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer(to the appropriate MS4 operator when on an off-state system route)and to the local government that operates a separate storm drain system. Before bidding on this project, obtain a copy of the complete U.S. Army Corps of Engineers Permit SWG-2018-00053 NWP 14 with PCN at the City of Pearland's Engineer's office. Review the permit before bidding on the project and become aware of its conditions. Maintain the roadway slope stability. Maintaining slope stability is subsidiary to the various bid items. The nesting/breeding season for migratory birds is February 15 through September 30. S General Notes Sheet I 318 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • Conduct any tree removal outside of the migratory bird nesting season. If this is not possible due to scheduling, then exercise caution to remove only those trees with no active nests. Do not destroy nests on structures or in trees within the project limits during the nesting/breeding season. Take measures to prevent the building of nests on any structures or trees within the project limits throughout the duration of the construction if work/removal will be performed during the nesting/breeding season. This can be accomplished by application of bird repellent gel, netting by hand every 3 to 4 days, or any other non-threatening method approved by the Houston District Environmental Section. Obtain this approval well in advance of the planned use. Contact the Houston District Environmental Section at 713-802-5244. The cost of this work is subsidiary to the various bid items. Item 8: Prosecution and Progress The City will not adjust the number of days for the project and milestones, if any, due to differences in opinion regarding any assumptions made in the preparation of the schedule or for errors, omissions, or discrepancies found in the time determination schedule. Item 132: Embankment If salvaged base is used for the embankment material, break it into small pieces to achieve the 4110 required density and to facilitate placing in the embankment. Obtain approval of the material before placing in the embankment. Furnish Type C material with a maximum Liquid Limit(LL) of 65,a minimum Plasticity Index (PI) of 5, and composed of suitable earth material such as loam, clay, or other materials that form a suitable embankment. The embankment material used on the project which has a Liquid Limit exceeding 45 will be tested for Liquid Limits at the rate of one test per 20,000 cu. yd. or per total quantity less than 20,000 cu. yd., unless otherwise directed. Only use material that passes the above tests. Item 360: Concrete Pavement Where the pavement curb is left off for a later tie,provide the dowels or the tie bars as indicated on the paving detail sheets. The dowel bars and tie bars are subsidiary to the various bid items. Repair portions of the concrete pavement surfaces that are damaged while in a plastic state before that area receives permanent pavement markings and opens to traffic. Perform repairs that are structurally equivalent to and cosmetically uniform with the adjacent undamaged areas. Do not repair by grouting onto the surface. On pavement widening, hand finishing in place of the longitudinal float will be permitted. 4110 General Notes Sheet J 319 Sheet County: Brazoria Control: 0912-31-311 1111 Highway: Hughes Ranch Rd Where existing pavement is widened with new pavement, place the new pavement a minimum of 2 ft. wide. Equip the batching plants to proportion by weight, aggregates and bulk cement, using approved proportioning devices and approved automatic scales. For mono curb, the curb height transitions will be paid at the contract unit price of the larger curb height in the transition. High-early strength cement may be used for frontage road and city street intersection construction. Do not use limestone dust of fracture as fine aggregate. If the concrete design requires greater than 5.5 sacks of cementitious material per cubic yard, obtain written approval. If placing concrete pavement mixes from April 1 to October 31, inclusive, use Mix Design Option 1 as specified in Section 421.4.2.6.1. Perform saw cutting as shown on the plans in accordance with Section 360.4.10, "Sawing Joints." This saw cutting is subsidiary to this bid Item. SComplete the entire Fast Track Concrete construction process, from the time the Fast Track Work Area is closed to traffic, to the time the Fast Track Work Area is opened to traffic. The Fast Track operation includes, but is not limited to, traffic control, existing pavement and subgrade removal, preparation of subgrade,placement of steel, placement of Fast Track concrete pavement, cure time, striping, etc. Perform work in the Fast Track Work Area in an expeditious manner, within the allowable time period as shown in the plans, and as arranged with the City. Failure to perform any Fast Track Work Area construction within the above time frames will be cause for the Engineer to require the Contractor to shut down all other construction operations to ensure all resources are directed toward the completion of the Fast Track operation. This shutdown will remain in force until the Fast Track operation is complete. Such a shutdown will not warrant additional time, time suspension, or any additional costs to the City. Unless otherwise directed in writing, provide Class HES concrete with a minimum average flexural strength of 425 psi or a minimum average compressive strength of 3,000 psi in 16 hours. When directed in writing, open the pavement to traffic before the minimum requirements have been attained. When needed, place and remove forms in accordance with Section 360.4.5, except do not remove forms until at least 6 hours after concrete has been placed. The time for the form removal may be extended with the direction of the Engineer if weather or other conditions make it advisable. General Notes Sheet K 320 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd 410 Sprinkling and rolling, required for the compaction of the rough subgrade in advance of fine- grading are subsidiary to this Item. Maintenance of a moist condition of the subgrade in advance of fine-grading and concrete is subsidiary work, as provided above. Item 416: Drilled Shaft Foundations Include the cost for furnishing and installing anchor bolts mounted in the drilled shafts in the unit bid price for the various diameter drilled shafts. The City may test using ultrasonic methods the anchor bolts for overhead sign supports, light standards, and traffic signal poles after they are installed. Replace faulty anchor bolts as directed. Do not weld the anchor bolts. For 30' double arm street light pole foundations, use class C concrete with a maximum aggregate size of/4". Item 421: Hydraulic Cement Concrete Entrained air is required in all slip formed concrete (bridge rail, concrete traffic barrier, pavement, etc.), but is not required for other structural concrete. Adjust the dosage of air entraining agent for low air content as directed or allowed by the Engineer. If entrained air is provided where not required, do not exceed the manufacturer's recommended dosage. 411, Item 502: Barricades, Signs, and Traffic Handling Use a traffic control plan for handling traffic through the various phases of construction. Follow the phasing sequence unless otherwise agreed upon by the Area Engineer and the Project Manager. Ensure this plan conforms to the latest"Texas Manual on Uniform Traffic Control Devices" and the latest Barricade and Construction(BC) Standard Sheets. The latest versions of Work Zone Standard Sheets WZ (BTS-1) and WZ (BTS-2) are the traffic control plan for the signal installations. Submit changes to the traffic control plan to the Engineer. Provide a layout showing the construction phasing, signs, striping, and signalizations for changes to the original traffic control plan. Furnish and maintain the barricades and warning signs, including the necessary temporary and portable traffic control devices, during the various phases of construction. Place and construct these barricades and warning signs in accordance with the latest"Texas Manual on Uniform Traffic Control Devices" for typical construction layouts. Cover work zone signs when work related to the signs is not in progress, or when any hazard related to the signs no longer exists. Keep the delineation devices, signs, and pavement markings clean. This work is subsidiary to the Item, "Barricades, Signs, and Traffic Handling." • General Notes Sheet L 321 Sheet County: Brazoria Control: 0912-31-311 41111 Highway: Hu hes Ranch Rd g If a section is not complete before the end of the workday,pull back the base material to the existing pavement edge on a 6H: 1 V slope. Edge drop-offs during the hours of darkness are not permitted. Cover or remove the permanent signs and construction signs that are incorrect or that do not apply to the current situation for a particular phase. Do not mount signs on drums or barricades, except those listed in the latest Barricades and Construction standard sheets. Use traffic cones for daytime work only. Replace the cones with plastic drums during nighttime hours. Place positive barriers to protect drop-off conditions greater than 2 ft. within the clear zone that remain overnight. Use shadow vehicles with Truck Mounted Attenuators (TMA) for lane and shoulder closures. Lane closures are restricted to the work hours between 9:00 am and 3:00 pm. The Engineer may reduce the above times for special events. 1110 Law enforcement assistance will be required for this project and is expected to be required for major traffic control changes and lane closures. Coordinate with local law enforcement and arrange for law enforcement as directed or agreed by the Engineer. Provide full-time, off-duty, uniformed, certified peace officers, as part of traffic control operations. The peace officers must be able to show proof of certification by the Texas Commission on Law Enforcement Officers Standards. The cost of the officers is paid for on a force account basis. A minimum of 7 days in advance of any total closure,place a portable changeable message (PCM) sign at the location of each total closure which informs the traveling public of the details of the closure. Alternately, if the Traffic Control Plan provides a positive barrier at the location, a non-trailer mounted static message board sign behind the positive barrier may be used in place of a PCM. For construction of the fast track and temporary pavement of the eastbound lanes as shown in Phase 2A, Contractor shall provide advanced notification and shall work out arrangements with the City, including schedule, hours, and duration. Side street closure and fast track concrete pavement construction shall be scheduled over a weekend between the hours of 9:00 pm Friday and 5:00 am Monday. Contractor shall provide advanced notification for weekend and night work and shall work out arrangements with the City. S General Notes Sheet M 322 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • Item 506: Temporary Erosion, Sedimentation and Environmental Controls A Storm Water Pollution Prevention Plan(SWP3) is required. Since the disturbed area is more than 5 acres, a"Notice of Intent"(NOI) is also required. Use appropriate measures to prevent, minimize, and control the spill of hazardous materials in the construction staging area. Remove and dispose of materials in compliance with State and Federal laws. Before starting construction, review with the Engineer the SWP3 used for temporary erosion control as outlined on the plans. Before construction, place the temporary erosion and sedimentation control features as shown on the SWP3. Schedule the seeding or sodding work as soon as possible. The project schedule provides for a vegetation management plan. After completing earthwork operations, restore and reseed the disturbed areas in accordance with the City's specifications for permanent or temporary erosion control. Implement temporary and permanent erosion control measures to comply with the National Pollution Discharge Elimination System (NPDES) general permit under the Clean Water Act. Before starting grading operations and during the project duration,place the temporary or • permanent erosion control measures to prevent sediment from leaving the right of way. Item 512: Portable Traffic Barrier Where required by the Engineer,provide anchor pins for Type 2 Low Profile Concrete Barriers (LPCB) as shown on the current LPCB standard. Anchor pins are subsidiary to the Low Profile Concrete Barrier. All LPCB shall have drainage slots unless otherwise noted. Item 618: Conduit Item 620: Electrical Conductors Item 628: Electrical Services If the specifications for electrical items require UL-listed products, this means UL-listed or CSA- listed. Item 618: Conduit When backfilling bore pits,ensure that the conduit is not damaged during installation or due to settling backfill material. Compact select backfill in 3 equal lifts to the bottom of the conduit; or if using sand, place it 2 in. above the conduit. Ensure backfill density is equal to that of the existing soil. Prevent material from entering the conduit. 4110 General Notes Sheet N 323 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Construct bore pits a minimum of 5 ft. from the edge of the base or pavement. Close the bore pit holes overnight. With the exception of the street lighting conduit and unless otherwise shown on the plans, install underground conduit a minimum of 24 in. deep. Install the conduit in accordance with the latest National Electrical Code (NEC) and applicable Department standard sheets. Place conduit under driveways or roadways a minimum of 24 in. below the pavement surface. If using casing to place bored conduit, the casing is subsidiary to the conduit. If placing the conduit under existing pavement to reach the service poles, bore the conduit in place and extend it a minimum distance of 5 ft. beyond the edge of shoulder or the back of curb. Item 620: Electrical Conductors Test each wire of each cable or conductor after installation. Incomplete circuits or damage to the wire or the cable are cause for immediate rejection of the entire cable being tested. Remove and replace the entire cable at no expense to the City. Also test the replacement cable after installation. 1111 When pulling cables or conductors through the conduit, do not exceed the manufacturer's recommended pulling tensions. Lubricate the cables or conductors with a lubricant recommended by the cable manufacturer. Ensure that circuits test clear of faults, grounds, and open circuits. Split bolt connectors are allowed only for splices on the grounding conductors. For Roadside Flashing Beacon Assemblies (Item 685) and Pedestal Pole Assemblies (Item 687) within the project,provide single-pole breakaway disconnects as shown on the Construction Division(CST) material producers list. Check the latest link on the Department website for this list. The category is "Roadway Illumination and Electrical Supplies." The fuse holder is shown on the list under Item 685. For underground(hot) conductors, install a breakaway connector with a dummy fuse (slug). Provide dummy fuse (slug). For grounded(neutral) conductors, install a breakaway connector with a white colored marking and a permanently installed dummy fuse (slug). For electrical licensing and electrical certification requirements for this project, see Item 7 of the Standard Specifications and any applicable special provisions to Item 7. Item 624: Ground Boxes The ground box locations are approximate. Alternate ground box locations may be used as directed,to avoid placing in sidewalks or driveways. • General Notes Sheet 0 324 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • Ground metal ground box covers. Bond the ground box cover and ground conductors to a ground rod located in the ground box and to the system ground. Ground the existing metal ground box covers as shown on the latest standard sheet ED (4)-14. During construction and until project completion,provide personnel and equipment necessary to remove ground box lids for inspection. Provide this assistance within 24 hours of notification. Construct concrete aprons in accordance with the latest standard sheet ED (4)-14. Make the depth of the concrete apron the same as the depth of the ground box, except for Type 1 and Type 2 ground boxes. For Type 1 or Type 2 ground boxes, construct the concrete apron in accordance with details shown on the "Ground Box Details Installations" standard. Item 628: Electrical Services Verify and coordinate the electrical service location with the engineering section of the appropriate utility district or company. Identify the electrical service pole with an address number assigned by the Utility Service Provider. Provide 2-in. numerals visible from the highway. Provide numbers cut out aluminum figures nailed to wood poles or painted figures on steel poles or service cabinets. • Item 636: Signs Furnish and install signs shown on the traffic signal "Summary of Traffic Signal Materials" sheet. Ensure that the legend on these sign panels is in accordance with the latest"Standard Highway Sign Designs for Texas" manual. For design details not shown on the plans,provide signs and arrows conforming to the latest "Standard Highway Sign Designs for Texas"manual. Item 644: Small Roadside Sign Assemblies Sign locations shown on the plans are approximate. Before placing them, obtain approval of and then stake the exact locations for these signs. Use the Texas Universal Triangular Slip Base with the concrete foundation for small ground mounted signs, unless otherwise shown in the plans. Remove existing street name signs from existing stop signs and re-install them above the new stop signs. Removing and re-installing existing street name signs is subsidiary to the Item, "Small Roadside Sign Assemblies." When design details are not shown on the plans,provide signs and arrows conforming to the latest"Standard Highway Sign Designs for Texas" manual. • General Notes Sheet P 325 Sheet County: Brazoria Control: 0912-31-311 • Highway: Hughes Ranch Rd g Use Type E Super High Specific Intensity(Fluorescent Prismatic) yellow green reflective sheeting background to fabricate school signs (S1-1, S3-1, S4-3, S5-1, W16-2, SW16-9p, and SW 16-7pL(R)). Assume ownership of the removed existing signs. Locations of the relocated signs are approximate. Before placing them, obtain approval of and then stake the exact locations for these signs. Replace existing signs that become damaged during relocation at no expense to the City. Item 647: Large Roadside Sign Supports and Assemblies Locations of the relocated signs are approximate. Before placing them, obtain approval of and then stake the exact locations for these signs. Replace existing signs that become damaged during relocation at no expense to the City. Assume ownership of the removed existing signs. Item 656: Foundations for Traffic Control Devices 11111 Using ready mix concrete for sign foundations is optional. Item 666: Reflectorized Pavement Markings Use Type III glass beads for thermoplastic and multipolymer pavement markings. Use a 0.100 in. (100 mil)thickness for thermoplastic pavement markings, measured to the top of the thermoplastic, not including the exposed glass beads. Use a 0.022 in. (22 mil)thickness for multipolymer pavement markings, measured to the top of the multipolymer, not including the exposed glass beads. For roadways with asphalt surfaces to be striped with work zone or permanent thermoplastic markings, the Contractor has the option to apply paint and beads markings for a maximum 30- day period until placing the thermoplastic markings, or until starting the succeeding phase of work on the striped area. Maintain the paint and beads markings, at no expense to the City, until placing the thermoplastic markings or starting the succeeding phase of work on the striped area. The work zone markings, whether paint and beads or thermoplastic, are paid under the Item, "Work Zone Pavement Markings" and the markings are paid for only once for the given phase of construction. If using paint and bead markings as described above,purchase the traffic paint from the open market. i General Notes Sheet Q 326 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • If the Type II markings become dirty and require cleaning by washing, brushing, compressed air, or other approved methods before applying the Type I thermoplastic markings, this additional cleaning is subsidiary to the Item, "Reflectorized Pavement Markings." Establish the alignment and layout for work zone striping and permanent striping. Stripe all roadways before opening them to traffic. Place pavement markings under these items in accordance with details shown on the plans,the latest"Texas Manual on Uniform Traffic Control Devices,"or as directed. When design details are not shown on the plans,provide pavement markings for arrows, words, and symbols conforming to the latest"Standard Highway Sign Designs for Texas"manual. Item 672: Raised Pavement Markers If other operations are complete on the project and if the curing time period is not yet elapsed, the contract time will be suspended until the curing is done. Before placing the raised pavement markers on concrete pavement, blast clean the surface using an abrasive-blasting medium. This work is subsidiary to the Item, "Raised Pavement Markers." Provide epoxy adhesive that is machine-mixed or nozzle-mixed and dispensed. Equip the S machine or nozzle with a mechanism to ensure positive mix measurement control. Item 680: Highway Traffic Signals Clearly mark or highlight on the shop drawings the items being furnished for this project. Furnish labor,tools, equipment, and materials as shown on the plans and specifications for a complete and operating signal installation. Furnish the type of controller cabinet specified on the plans. Refer to the table shown in the Departmental Material Specifications (DMS-11170, Fully Actuated, Solid-State Traffic Signal Controller Assembly), Section 11170.6.A, Type 2 cabinet, page 4 of 39, regarding the size of the cabinet, back panel configuration, and the size of the load bay. Use the following website to view this specification: http://www.txdot.gov/business/resources/dms.html Complete traffic signal construction work, including correcting discrepancies shown on the Department inspector's"Traffic Signal Installation Inspection Report" before the beginning of the test period. Provide a full-time qualified traffic signal technician responsible for installing, maintaining,or replacing traffic signal devices. Staking in the field is subject to approval. General Notes Sheet R 327 Sheet County: Brazoria Control: 0912-31-311 • Highway: Hughes Ranch Rd Make adjustments in project construction, if needed, due to conflicts with underground utilities. Do not aim the luminaire arms mounted on traffic signal poles into the intersection. Aim each arm perpendicular to the centerline of the roadway it is intended to cover, to develop the proper illumination pattern for the intersection. Allow the electrical work to be inspected by the City. Provide continuous conductors without splices from signal controller to signal heads. Route the conductors for luminaires to the service enclosure. Splices or attachments to the terminal block in the access compartment of the mast arm pole are not permitted except for the luminaire cable. Abrasions to the conductor insulation caused while pulling cable for the traffic signal system are cause for immediate rejection. Remove and replace the entire damaged cable at no expense to the City. When pulling cables or conductors through conduit, do not exceed the manufacturer's recommended pulling tensions. Lubricate the cables or conductors with a lubricant as recommended by the cable manufacturer. S Bond the controller housing, signal poles, conduit, and spans to a minimum No. 6 AWG stranded copper conductor. An equipment grounding conductor is required in every conduit to form a continuous grounding system. Effectively connect the grounding system to ground rods or concrete encased grounding electrodes as indicated in the plans. Wrap signal heads with dark plastic or suitable material to conceal the signal faces from the time of installation until placing into operation. Do not use burlap. Furnish signal heads from the same manufacturer. Use Type C High Specific Intensity grade sheeting for signs mounted under or adjacent to the signal heads. The Contractor may use ready mix concrete. Apply membrane curing on concrete work in accordance with Section 420.4.10.3, "Membrane Curing." The standard 4.5-in. galvanized pipe type poles, except the breakaway type, are subject only to the Engineer's inspection for their acceptance. Mill test reports or documentation will not be required. Item 682: Vehicle and Pedestrian Signal Heads Install two set screws on vehicle signal head mounting hardware fittings. S General Notes Sheet S 328 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd 1/11 Item 685: Roadside Flashing Beacon Assemblies When shown on the plans,provide solar powered flasher controller assemblies in accordance with Departmental Material Specifications DMS-11150, "Solar Power Flasher Controller Assembly." When solar powered school zone signs are shown on the plans, provide solar powered flasher controller assemblies capable of 24 hour operations. Furnish and install screw-in anchor foundations in accordance with Special Specification Item, "Screw-In Anchor Type Foundations." The work performed and materials furnished in accordance with this Item are subsidiary to the Item, "Roadside Flashing Beacon Assemblies." Item 686: Traffic Signal Pole Assemblies (Steel) For a steel mast arm or steel strain pole assembly, hold the anchor bolts and conduits rigidly in place with a welded steel template. Leave a minimum of one full diameter thread exposed on each anchor bolt securing a signal pole. Set the anchor bolts for the steel strain poles so that two are in compression and two are in tension. Use a Texas Cone Penetrometer reading of 10. The drilled shaft length is from the surface elevation to the bottom of the drilled shaft. Provide an additional length of the pole foundation from the surface level to the roadway level, if required for unusual locations. Provide the drilled shaft depth regardless of the length of the pole foundation. The pole foundation depth from the surface level to the roadway level is a maximum of 4 ft., or as approved. Locate mast arm pole assemblies a minimum of 4 ft. from the roadway curb or pavement edge. Place steel strain poles at a 10 ft. desirable minimum distance from the roadway curb or pavement edge. After the traffic signal pole assembly is plumb and the nuts are tight,tack-weld each anchor bolt nut in two places to its washer. Tack-weld each washer to the base plate in two places. Do not weld components to the bolt. Perform tack-welding in accordance with the Item, "Steel Structures." After tack-welding, repair galvanizing damage on bolts, nuts, and washers in accordance with Section 445.3.5, "Repairs." The City may test the anchor bolts using ultrasonic methods for traffic signal poles after they are installed. Replace faulty anchor bolts as directed. Do not weld the anchor bolts. Item 688: Pedestrian Detectors and Vehicle Loop Detectors I General Notes Sheet T 329 Sheet County: Brazoria Control: 0912-31-311 • Highway: Hughes Ranch Rd Provide pedestrian push buttons a minimum of 2 in. diameter in the smallest dimension. Install a rubber grommet or bushing between the push button assembly and the signal pole to protect the conductors. Provide a black tube loop detector wire as specified in the "International Municipal Signal Association, Inc." (IMSA) Specification No. 51-7, 1997. At intersections where a minimum of 10 ft. spacing between adjacent accessible pedestrian signal units is not possible,provide each accessible pedestrian pushbutton with the following features: a pushbutton locator tone, a tactile arrow, a speech walk message for the walking person indication and a speech pushbutton information message. Provide pedestrian push buttons a minimum of 2 in. diameter in the smallest dimension. Install a rubber grommet or bushing between the push button assembly and the signal pole to protect the conductors. Item 6002: Video Imaging Vehicle Detection System S Furnish the cable to operate the Video Imaging Vehicle Detection System (VIVDS) in accordance with the manufacturer's recommendations or purchase it from the same manufacturer as the VIVDS equipment. Supply VIVDS equipment that can process up to a maximum of 6 camera inputs per intersection. Additional equipment to accommodate up to 6 camera inputs is subsidiary to the various bid items. No extra compensation will be allowed for additional equipment needed to make the VIVDS equipment fully operational under this Item. Supply a laptop computer and a video monitor as described in this Special Specification Item. Detector zone videotaping for this project will not be required. Special Specification 6002 Video Imaging Vehicle Detection System Requirements Specification Not State Items Description Required Required Supplied 1 Description X Variable Focal Cameras X VIVDS Card Rack Processor System X Field Setup Computer(1 Required)(Laptop) X Field Setup Video Monitor(1 Ea.Controller) X Connectors and Camera Mounting Hardware X 3 Functional Capabilities • System Software X y — -- General Notes Sheet U 330 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd • 4 Vehicle Detection Detection Zone Video Taping X 5 VIVDS Processor Unit Provide both TS 1 and TS2 Environmental Requirements X 12 Volt/5 Amp Power Supply X 6 Camera Assembly Camera Interface Panel X 7 Field Communications Link Lightning and Transient Surge Suppression Devices X 9 Temporary Use and Retesting X 10 Operation from Central Control X Telephone Interconnect X ISDN Interconnect X 11 Installation and Training X Other items not specifically listed in this table are required. • Basis of Estimate Item Description Limit and Rate Unit 02335 Lime Treatment(Road-Mixed) SY For materials used as subgrade * • Lime(HYD, COM, or QK)(SLRY) 6%by weight based on TON or QK(DRY) 100 Lb. /Cu. Ft. subgrade 02710 Asphalt Treatment(Plant-Mixed) 110 Lb. /Sq. Yd.-In. TON • Asphalt 5 %by weight • Aggregate 95 %by weight 02741 Dense-Graded Hot Mix Asphalt 110 Lb./Sq. Yd.-In. TON • Asphalt 6%by weight • Aggregate 94 %by weight * If used in existing roadway base, rate will be determined on a case by case basis. I General Notes Sheet V 331 /r?T QF At--:.fi .-- biN DEPARTMENT OF THE ARMY . GALVESTON DISTRICT,CORPS OF ENGINEERS ,0.4/.. � '`. �L` Ill 29 q ''.‘!..114.1, -- ;;I, -;� P.O.BOX S17 !o ilk,` �'; GALVESTON,TEXAS 77553-9229 .r4F.sut/ March 28, 2018 REPLY TO ATTENTION OP Evaluation Branch SUBJECT: Permit No. SWG-2018-00053; Nationwide Permit Verification Mr. Skipper Jones City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Dear Mr. Jones: This is in reference to your request, dated January 22, 2018, submitted on your behalf by Jeremiah Mathis of Berg-Oliver Associates, Inc., to fill 0.05 acre of wetlands and 0.013 acre of open water to widen the Hughes Branch Road. The project site is located near Clear Creek, along Hughes Branch Road between County Place Parkway and Farm-to-Market 865, in Pearland, Montgomery County, Texas. S This request is verified by Nationwide Permit (NWP) 14 pursuant to Section 404 of the Clean Water Act (CWA) and/or Section 10 of the Rivers and Harbors Act of 1899. This NWP verification is valid provided the activity is compliant with the enclosed plans, in 16 sheets. In addition, the activity must be in compliance with the NWP General/Regional Conditions, Section 401 Water Quality Certification and/or the Coastal Management Program, which can be found at: http://www.swg.usace.army.mil/Business-With-Us/Regulatory/Permits/Nationwide- General-Permits/. A hard copy can be provided to you upon request. Nationwide Permit 14. Linear Transportation Projects: Authorizes activities required for crossings of waters of the United States associated with the construction, expansion, modification, or improvement of linear transportation projects. This NWP verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2022. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. S 623 -2- The impacts to waters of the United States (U.S.) associated with this NWP verification are based on a Preliminary Jurisdictional Determination (PJD) for your subject site. If you wish, you may request an Approved Jurisdictional Determination (AJD) (which may be appealed), by submitting a written request to us within 30 days from the date of this letter. Please note that if you request an AJD and then decide to appeal it, the appeal will not be accepted if any work has started in waters of the U.S. or that would alter the hydrology of waters of the U.S. Corps determinations are conducted to identify the limits of the Corps CWA jurisdiction for particular sites. This determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985, as amended. If you or your tenant are U.S. Department of Agriculture (USDA) program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service prior to starting work. If you have any questions regarding this verification, please contact Quentin Stubbs; PhD at the letterhead address or by telephone at 409-766-3936. Please notify the Chief of the Compliance Branch in the Galveston District Regulatory • Division, in writing, at the letterhead address, upon completion of the authorized project. FOR THE DISTRICT COMMANDER: /7 .2)7 Kristi N. McMillan Leader, Central Evaluation Unit Copies Furnished w/Encl: Mr. Jeremiah Mathis, Ecologist, Berg-Oliver Associates, Inc., 14701 St. Mary's Lane, Suite 400, Houston, Texas 77079 Eighth Coast Guard District, New Orleans, LA National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), Coast & Geodetic Survey, Silver Spring, MD Texas Commission on Environmental Quality Texas General Land Office41110 624 PERMITTED PLANS • . , • , • ' SWG-2018-00053 , ... N • .-. . . City of Pearland / . . . n...,,,,pnaof 16 i.....,n • ..•., ; firma i. • \ • ', :. •• 114..4,011 r.,/t., V:..1. i : far t i 1 ,N114), dt I') s.:. •. / .. ' • .i IP*Pe I 1 k i ! 4 i.mg - Vgiel• I ‘ .1 • 1 51,41:4. bums . • \. It,,t--I:•c? / \ ' • • i ? : 11141"el • 7 1*i,Vo.itg,a,/'0H11•'' '.. 1 i . Location h . ..-...,.::. :::•:-: . .. 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GIS contact;imathisebetitaver.corn . . ..,,.: .... •,.--- ' -1. AIlk:.;11! !.:: .A:;c,.0;in,4t4... -: .'.. • HERE 641itermirp.:R4CORAPKIf',.. an. iscial%. ::!....,..f.moanf404000 . :°4714Fijilr- it14-ni:ninti:trlill)ontr*Wii.!ittlg417477 . ...:: . .r.,•;,!'!...,':,-,..:- i ...:::.: sc&:-.. ,-:. Community. iii;' .. :,.,-,'•-, i V. SITE VICINITY MAP REWcWIMS 41 Project th 10665N-WR - For: GIN of PaAdpir nd _ count,/pi?pkw...._ Location: prIAal 1-Wl"Ranch Rd.from 885.In Brazoria County,Texas14701 ST.MARYS LANE,SUITE 400 Wri BERG.E0mTLAIL:EENcR EA,S,ANDSOuCs!AcoNTT,ouINsC. HOUSTON,TEXAS 77079 PNWE(2$l)5$9- 98 Ntitmwem.beisosiver-oron 625 PERM 11-11:A-,Pi.. NS SWG-2018-00053 • N • • City of Pearland Page 2 of 16 •417.:.1,f.-..P.r..,ii, '''''''"*"."'14%'..f iiii44gRaWri'...':7,1t.t:;.. ...11.a.m.ig,wggot,Igo,g . .. ..,.......•;;,,, ' , • . 4 i t„,.. • ,. z. 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Maprnyindia,NGCC,0 OpenStreetMap contributdrs,and the GIS User r. , --• Community SITE LOCATION MAP Project If:106650ND crvisionts For: City or Peadand _ BERG•OLIVER ASSOCIATES, INC. - -• ____ Location:2 miles of 1-luqhes,Ranch Ftdjrom Country Pt Plow.- - ErvvinorimENrAL SCCAICE 6(AND USE CONSOLTANTS 14701 ST.WRY'S LANC SUITE 400 (o) 1110 to FM 865,Etrazona County,Texas —HousroN,TEXAS 77079 PHONE(181)589-0898 h1:0119/ww.bergoiLar.coen ' r> 626 ti N PERMITTED PLANS to SWG-2018-00053 City of Pearland I . Page 3 of 16 N t I SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEAT 11 T 3 SHEET 4 SHEET 5 HEFT 1 SHEET 2 SHEET -- ��_� T — — _ y r 1 f 2 i 1 LEGEND ACREAGE was AW: ADJACENT WETLANDS — FILLED (21 CY) 0.03 e..a (JUR/So1C7IQNAL) Ha r: ADJACENT ADJACENT NETLANDS— EXCAVATED (21e CY) 0.02 e►�► r (JURISDICTIONAL) 1 WATERS OF THE US — F7LLED (21 CY) 0.01 r (.JURISDICTIONAL) (3.6 LF) PROPOSED HUGHES RANCH ROAD EXPANSION OVERVIEW o 600 1200 2400 PROD if: )065N—NWP ,m,sm MDP CT BFRGt'OLIVER ASSOCIATES, INC t; :_ 1 1J I FOR: My of Peerlesd — ENVIRONMENTAL SCIENCE & SCALE (Feet) LOCATION: EuRhas Ranch Rd LAND USE CONSULTANTS • Bratorits County. Torras £4701 ST. MARY'S URIs; SUM 400 HOUSTON, 2Y 77079 Olik• PEO. (2&) 589-0.893 http://wwrr.b.roftnr.00mAttu • • • • 0 • N PERMIT TED PLANTS' W SWG-2018-00053 / City of Pearland Page 4 of 16 / >- a w J N U I a rJ i E 1--- I — EXIST. ROW EXIST. HUGHES RANCH O ROAD TO BE EXANDED U ---... . ____.—J 41110111111111111101111111111.1111 -Mij-+nIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII° ___ ___ _................i........_..._________-- --i.......mr--1••••••• ••••••"7- Ill .....„,,........-----„.„-..:...-....._.-__- - -r\._ PROP. ROW I I LEGEND ACREAGE :la wi ADJACENT WETLANDS - F7LLED (21 CY) 0.03 =11!:8.1 (AIRSOICT7QNAL) Y Y V Y • I ... O r`r; ADJACENT i+EnANos - EXCAVATED (21S Cr) 0.02 ...Ur": z{ .;.,'.`,� f uRlsacnavAL) / 1 WATERS OF T11E US- FILLED (21 CI) a01 (JURISDICTIONAL) (38 LI) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 1 OF .11 0 50 100 200 PROJECT 1P�6N-N1►P Ac r.tvr>WrREWS,ON BERGPQIJV� INC ''„sj'L-•... IJ I FOR city of Pearlew9 ENVIRONMENTAL SCIENCE & SCALE (Feet) LOCATION: gusto* Barak Rd LAND USE CONSULTANTS ervsorta Cour, relax 14701 s2 MARTS ZMT, MIN 400 HQc'7 nr. IT 77079 -' ?Holy (281) 589-0898 kitty//»rnbaYo m .eo '4:c-r . • CA N PERMUTED D El A.7,r CD SWG-2018-00053 City of Pearland Page 5 of 16 EXIST. HUGHES RANCH • ROAD TO BE EXANDED N EXIST. ROW EXIST. ROW r iv t --_ -- -_ �: • ��. 411111111111111111 _ _ � . . � --- iii --- - - - --- - _ . ----" --`" PROP.DET. _ PROP.DET. PROP.DET. — ____ --- PROP. ROW ADJACENT WETLANDS TO BE FILLED WITH EARTHEN MATERIAL AND CONCRETE (1,160 SOFT,0.03 AC,21 CY) LEGEND ACREAGE • milim' ADJACENT WETLANDS - FILLED (21 C)) a03 ,mmi. (JURISDICTIONAL) -. .. i *j • ADJACENT AF LANDS - EXCAVATED (218 Cr) 0.02 i (JURISDIC770NAL) ! WATERSOF7HEUS - PILLED (21 CY) 0.01 (JJRISOICTIONAL) (.38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 2 OF 11 0 50 700 200 PROJECT #: 70414N-NwP �,�if. R stw BER.G•OL1VE t INC Yz; :: C I FOR City of Pearland ENVIRONMENTAL SCJI'NCE & SCALE (Feet) LOCLTION: IaiAo, Rana; Rci LAND USE CONSULTANTS Brascria Cvuntr. Tczas 14701 ST. marsLNP SUITE 400 SOU`,l1A 7X 77079 - i? PHONE' (881) 689-0898 http.//vv.b�adrer.com ' CtSj , v • • • S 0 • M PERMIT r^.T7 P ANS t0 SWG-2018-00053 City of Pearland Page 6 of 16 N . F P EXIST. HUGHES RANCH ROAD TO BE EXANDED I - g - EXIST. ROW 4-_ — —-- — ' - -'- --7--------------- Aka— -__.: _.- 1 1 LEGENDACREAGE i i.�asae', ADJACENT i4ETLANDS- Raw (?1 Cr) o.os •■�■ 6JPSYCPONAL) •ri�,t'•4 ADJACENT Nf7LANDS - EXCA VA TED (218 C)9 0.02 • ..i•� (A1R/SOTCPAIG4L) WATERS OF NE US - FILLED (?I Ct) 0.01 (J!lRSD1CPONAL) (j0. CT) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 3 OF 11 0 so loo zoo paaracr f: loaasN rvnP �, „°`" `; BERG•OUVER BVC ;, iiii'• FOR ITC= PanCara d jj �lyq $ I & SCALE (Feet) LOCATION: Haak�a Ruch Rd 0.4 ffrazorie County Tines um sr. M42YS Id1N$ SDllB 400 gDUS7tW TY 7707V PIIOlVB (28t) MD-08 heev.//ww, ber4„u..r aam -..tx A' M PERMITTID PLANT 3`'..`—" CD SWG-2018-00053 City of Pearland Page 7 of 16 EXIST.HUGHES RANCH N ROAD TO BE EXANDED ' J' s .— EXIST. ROW • • I . LEGEND ACREAGE 4 i =• ADJACENT NE7f.fWDS — FILLED (21 Cly 0.03 • �� . (JVRISDIC710NAL) iy,_pr�k . ADJACENT NEIL4NQS— EXCAVATED (218 C� 0.02 • i (JURISDICTIONAL) • 1 _ WATERS of THE US— FILLED (21 C1� , "0.01 ` (JURISDICTIONAL) (38 LP) I PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 4 OF 11 PED7ECT #: 1066511—A'!►P w�+says B��TO � INC a, , 1 50 100 200 are 4.220/7 by roe 1 C 1 FOR cYtp of Pe�rland SCALE (Feet) LAND USK MORMT' C &LOCATION: alltheit Rarieb RdNSL SL701 s! mars Irtt� SW=400 HOUSTON, TI 77072B+'ezAFl? county, Teres PHONE(281) 589-0898 12147x//`rnnr.ba8o8rrr.00m ,. c.yy:)..:.. • 0 ' N M PERMITTED P 1.,.NS W SWG-2018-00053 City of Pearland Page 8 of 16 EXIST. HUGHES RANCH ROAD TO BE EXANDED EXIST, ROW N Ti' j \,--..._ LEGEND ACREAGE C, . 1(g ADJACENT NETLANDS - f1LLE0 (21 C?) 0,03 ` +�� (JUR/SOIC 10NAL) •i•••••i•- `•+•••+•••••• ADJACENT N£7LANDS- EXCAVATED (218 CY) 0.02 +�s • (JUR1SDICT1ONAL) WATERS OF THE US - FILtff-(21 CV) f 0.01 (JURTSIXCHONAL) (38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 5 OF 11 0 50 100 200 PROJECT if: I06N-NRF �$��r�[)pp ♦�yy�r.7�( �T an tl,�%,i,W9 BERC �.L TER /7v►7OC/Al`% /NC :•N-ii I POR: CIt9 of Pearland Li'NVIRONXENTAL scrams dE '' SCALE (Feet) LOCATION: Nudist;Rartah Rd LAND USE' CONSULTANTS Brasoria Cormtr. TaZv 14701 Sl. YARYS LANZ SUS 400 HOUSTON; 7T 97079 :.ltaPHONE (861) 689-0090 btp.//rw*Iarto Teroam :Q, M PERMITTED PLANS W SWG-2015-00053 City of Pearland Page 9 of 16 EXIST. HUGHES RANCH ii r' ROAD TO BE EXANDED ria EXIST. ROW A•sios.-. --.0• 11=-111-26.11= mmilm—a"1111111Wilars ";-- -j.1111111111- --""lirl" 111128 PROP. RCP l PROP. ROW EXTENSION \ . WATERS OF THE US \— TO BE FILLED WITH EARTHEN MATERIAL, CONCRETE,AND-RCP (564 SOFT, 0.01 AC, 21 CY) EGEND L ` (1 ACREAGE ADJACENT NEJLANOS - FILLED (21 CY) 0.03 ` . •iii.si�r (�RTRISoIcnoNAL) • i. � (ADS OD . DS- EXCAVA7E0 (218 CY) 0.02 AA*... \ -----,' WA7ERS OF NE us- fnLLED (21 CY) ao1 ' (JJRISDIC770NAL) (38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 6 OF 11 0 50 100 200 PROM"? #: rosssN_ p rs. BERG•Ol1V� INC (9)1 DM .;sm-=•:t41 tlI FOR: City of Peorla.od ENVIEO AL SCIENCE &,LAND USE CONSULTANTS .SCALE (Feef) LOCIitON )lttt{Aee Ranch Rd 14701 57 JaRY'S IAMB, 8U11S 400 1fOi1S1VM TY 77079 E+rasorfa Costate Texas P%OXB (281) 589-08#8 bttg//mb.rotivrr.ecan -74k, :1 • III IP 0 • 41110 M PERMITTED PLANS W SWG-2018-00053 City of Pearland Page 10 of 16 EXIST. HUGHES RANCH .— ADJACENT WETLANDS ' s — ROAD TO BE EXANDED TO BE EXCAVATED (980 SQFT, 0.02 AC,218 CY) PROP.ROW ......�..n.�r l :mss: PROP. DET. \-- —v_ PROP. ROW EXIST. ROW --�._ --- . LEGEND ACREAGE ~- . a. ADJACENT NETLANDs - FILLED (21 cr) 0.03 PROP.ROW uQ = (JURISDICTIONAL) Teat.:' ADJACENT I$E7LANDS - EXCAVATED (218 C1) 0.02 4�p�+.� (JURISDICTIONAL) 1 WATERS OF THE US - FII I FD (21 CY) 0.01 (JRlSDICTIONAL) (38 IF) PROPOSED HUGTI S RANCH ROAD EXPANSION SHEET 7 OF 11 D 50 100 200 PROJECT /: 1088511-NI►P fir,EGO►ra . . �GP� AOCIATES INC .;':ii '• I 11 I FOR: City of Pserlaad LVID .OSP. AL CONSULTANTS a I, SCALE (Feet) LOCATION: Scythes Reach Rd 14701 S7. MARYS WR. SUAZ 400 J1OU31V1V, g 17070 �razorja C9zutt9. Tams PHONE (SBI) 589-0808 bttp://5►ww b.r m liver•c° 1 N M ?ERMj l' . (fl SWG-2018-00053 LEGEND ACREAGE City of Pearland I• M ADJACENT$£7LANOS– FILLED (21 CY)Y 0.03 a Page 11 of 16 (xuisDlcnavAc) N r a ORM** ADJACENT WE7LAWDS – EXCAVATED (218 C4 O-02 PROP. ROW �►XICOr (JURISDICnONAL) WATERS OF 7HE US – FILLED (21 Cr) 0.01 I , (JURISDICnONA() (38 LF) I EXIST. HUGHES RANCH PROP. ROW ROAD TO BE EXANDED PROP. DET. :t I _ — — . . ....., \ jll......_.....-------------" \ __ • . — . . — . - -- . .,,,..;�..... .._•.• ,. • Iii‘ 1 1 1 EXIST. ROW 1 1 PROP. ROW PROP. ROW PROP. ROW • 1 I I I l I 1 • PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 8 OF 11 0 50 100 200 PROM"? is J0005N–NNP d.c v.14,7 $ER('Ij•Q ER ASSOCIA7Ea INC ,,..;:i. .- ; I FOR: Cty of Peerlqud ENVIRONMENTAL SCIENCE de SCALE (Feet) LOCATION: Hvyhee Reach Rd LAND USE CONSULTANTS Bresor(e CquatR Taw 14701 ST. .14.414r5 LAST, 400 HOUSTON, TX rr0r41 if y PHONE OHO 5841-0808 http://wRb.rYeIIwnaom - ,. • . • S i41110M PERMITTED PLANS 0D SWG-2018-00053 City of Pearland Page 12 of 16 N i '-$-t I EXIST. HUGHES RANCH — ROAD TO BE EXANDED ` PROP. ROW I i I. / I �.�r! ____ AIM _ C ._ — LEGEND ACREAGE • sii ADJACENT WETLANDS — FH/Fn (21 CY) 0.03 EXIST. ,;;;;T",..."; (JURISOTCTTONAL) PROP. ROW ROW 77:AIS: ADJACENT KETLANDS- EXCAVATED (218 CY) 0.02 0,•(,,e' ...94 (JURISDIC170NAL) __ 1 WATERS OF THE US - FILLED (21 CT) 0.01 (JURISDICTIONAL) (38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 9 OF 11 0 50 100 200 PROJECT if: 1O&551f-NWP Dec r. �;°� BFRG�Oi.IVP L INC :, �='iez: t FOR GYt7 of P•RrIRAd ENVIRONMENTAL SCIENCE SCALE (Feet) LOCATION Hu¢hes Renck Rd LAND USE CONSULTANTS ta 14701 ST. YAR?s UNP. 31A7S 100 XOU3RJh 7r 77077 -t ffieZO�.te Count". texas P1101� (8H1) 6da-Dasa btkA://�►*�beryaltver.eem .-t,... _.SIV'. ti M PERMITTED PLANS SWG-2018-00053 City of Pearland • Page 13 of 16 ii N SEXIST. HUGHES RANCH PROP. ROW — ROAD TO BE EXANDED i L ______ ,,„,............... „ ,,,„,„,.........-... .............minm"mi lkiegi _____ ___ ________ . ___ __ __ __ . . — EXIST. ROW LEGEND ACREAGE ” =LI ADJACENT WETLANDS — FILLED (21 CY) .Y s� PIRISOICIIONAL) 0.03 �v�- ADJACENT WETLANDS — EXCAVATED(218 CY) 0.02 4,44, (JJRISDIC110NAL) t WATERS OF THE US— FILLED (21 CY) 0.01 I (JURISDICTIONAL) (38 LF) • PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 10 OF 11 0 L 100 200 FOR: T �[: ;08city of NWPPeal ae a mvi BF'RG•OLIV R a 7 % INC' ;.`• '..;•••,_ 1 — ( FOR C(tv of Peal-land ENVIRONMENTAL SCIENCE & SCALE (Feet) LOCATION%: Hughey Renclj Rd LAND USE CONSULTANTS Breweries Cowxty. Taxes 14701 57. maars LINE, SIZIS 400 IlON:CSTY711! TX 9!1773 - • y^;• I . P80AZ(861) 5e9-08196 haat'/ x rwmb rgail oom I ,,•� .•. • 41111 • 11110 0 110 CO Cl 1 CO SWG-2018-00053 ` City of Pearland 1 t Page 14 of 16 •1 4 1 N EXIST. HUGHES RANCH k riE ROAD TO BE EXANDED 1 \ a ... _ _ _.. � EXIST. ROW • I LEGEND ACREAGE is:____ ADJACENT WETLANDS — FILLED (21 C)) 0.03 • ::... . PUR/SDIC770NAL) mnsommamsalsi ` i+� 7 ADJACENT f4£7LAAIDS— EXCAVATED (218 CY) 0.02 ♦t m1,4• PIR/SDICR �i�iE�i�i�i!��i + I WA 7tRS OF THE US— f1LLEO (21 CY) 0.01 (JJR/SOIC170NAL) „„! ,LF' "- PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 11 OF 11 0 50 100 200 PROJECT 1: .10665N—N1►P Ora x mn a G•o � /NC •'•¢_•:,, I I FOR CIO of f sarland ENVIRON 'NTrL SCIENCE a SCALE (Feet) LOCATION_ Iluabes Ranch Rd LAND USE CONSULTAN7'S 14701 SF. MIRES LINO, 3V17 400 RO0 TW EC 77079 - �,+ $1'QZ01 iP county. Texas PRONE NU) 580-0890 LttP:/f�Y>�l�nncem : a) M to PERMITTED PLANS A PROP. ROW A' 120' �` SWG-2018-00053 --.r EXIST. ROW City of Pearland 70' Page 15 of 16 PROP.WEST PROP. EA 5T —BOUND LANES —NI • ES I I I PROP. DITCH ' \'' ` k PROP. 1 SIDEWALK 1 -elm/v.--PROP. SIDEWALK PROP. DET. L PROP. ADJACENT WETLANDS 20' DITCH TO BE FILLED PROPOSED HUGHES RANCH ROAD EXPANSION TYPICAL CROSS SECTION A—A' NOT TO SCALE PROJECT is I gA't BERG•OIlVER AS40C'TATES, INC ":sL' FOR: City of Pearle.Rd ENV2RONMKNT•AL SCIENCE & LOCATION: guchv Rnncp Rd LAND USS CONSULTANTS .�CFOria County. 7'e,�as 14702 ST. WARTS Iup.%, SEWS 400 $OU.S1Vi1; 1X 77079 PAWN( R) 5A9--0898 tea://.,..bergattw.cam :qe.• • . A • S • 0 PFPw-PI.I FM CD SWG-2018-00053 City of Pearland Page 16 of 16 _ - PROP. DETENTION POND • I 'al 75' r 0 ct a- ADJACENT WETLAND c TO BE EXCAVATED a 25' \ """ :,,,"\--YXY, O<`>(;,,.>"'" APRROX. DEPTH = 6' / , PROPOSED- HUGHES RANCH ROAD EXPANSION CROSS SECTION B—B' NOT TO SCALE PROJECT #: 10665N-NWP —n y,t BERG•OLNPR INC ;9)it 'sFOR: C r i(Peerlend ENVIRONMENTAL SCIENCE &LOaATION: Auahes htancb Rd LAND USE CONSULTANTS ,-Brazorie County TRzns 147W ST. YIRrs Lett, SURE 400 HOUSTON, 7r 77079PEWIT(8z) ago--08 .//`8 Ittpwn.b.rEolNx.00m ----.41,4! ..." IP 411111 A8/21/201 8 ADDENDUM 1 Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd within the project limits has been evaluated by the USACE as part of the permit Conduct any tree removal outside of the migratory bird nesting season. If this is not possible due process for this project: to scheduling,then exercise caution to remove only those trees with no active nests. Do not a. Suitable excavation of required material in the areas shown on the plans and cross destroy nests on structures or in trees within the project limits during the nesting/breeding sections as specified in the Item,"Excavation"is used for permanent or temporary season. fill(under the Item,"Embankment")within a USACE permit area. b. Suitable embankment(under the Item,"Embankment")from within the USACE Take measures to prevent the building of nests on any structures or trees within the project limits permit area is used as fill within a USACE evaluated area. throughout the duration of the construction if work/removal will be performed during the c. Unsuitable excavation or excess excavation,"Waste"(under the Item, nesting/breeding season. This can be accomplished by application of bird repellent gel,netting "Excavation"),that is disposed of at a location approved within a USACE by hand every 3 to 4 days,or any other non-threatening method approved by the Houston evaluated area. District Environmental Section. Obtain this approval well in advance of the planned use. Contact the Houston District Environmental Section at 713-802-5244. The cost of this work is 2. Contractor Materials from Areas Other than Previously Evaluated Areas. subsidiary to the various bid items. Provide the City with a copy of USACE coordination or approvals before initiating any activities for an area within the project limits that has not been evaluated by the Item 8: Prosecution and Progress USACE or for any off right of way locations used for the following,but not limited The City will not adjust the number of days for the project and milestones,if any,due to to,haul roads,equipment staging areas,borrow and disposal sites: differences in opinion regarding any assumptions made in the preparation of the schedule or for a. The Item,"Embankment"used for temporary or permanent fill within a USACE errors,omissions,or discrepancies found in the time determination schedule. permit area. b. Unsuitable excavation or excess excavation,"Waste"(under the Item, Item 132: Embankment "Excavation"),that is disposed of outside a USACE evaluated area. If salvaged base is used for the embankment material,break it into small pieces to achieve the The total area disturbed for this project is 28.85 acres. The disturbed area in this project,the required density and to facilitate placing in the embankment. Obtain approval of the material project locations in the Contract,and Contractor project specific locations(PSLs)within I mile before placing in the embankment. of the project limits for the Contract,will further establish the authorization requirements for storm water discharges. The City will obtain an authorization to discharge storm water from the • Furnish Type C material with a maximum Liquid Limit(LL)of 65,a minimum Plasticity Index Texas Commission on Environmental Quality(TCEQ)for the construction activities shown on (PI)of 5,and composed of suitable earth material such as loam,clay,or other materials that form the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor a suitable embankment. PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within I mile of the project limits exceeds 5 acres,provide a copy of the The embankment material used on the project which has a Liquid Limit exceeding 45 will be Contractor NOI for PSLs on the ROW to the Engineer(to the appropriate MS4 operator when on tested for Liquid Limits at the rate of one test per 20,000 cu.yd.or per total quantity less than an off-state system route)and to the local government that operates a separate storm drain 20,000 cu.yd.,unless otherwise directed. Only use material that passes the above tests. system. Item 360: Concrete Pavement Before bidding on this project,obtain a copy of the complete U.S.Army Corps of Engineers Permit SWG-2018-00053 NWP 14 with PCN at the City of Pearland's Engineer's office. Where the pavement curb is left off for a later tie,provide the dowels or the tie bars as indicated Review the permit before bidding on the project and become aware of its conditions. on the paving detail sheets. The dowel bars and tie bars are subsidiary to the various bid items. Maintain the roadway slope stability. Maintaining slope stability is subsidiary to the various bid Repair portions of the concrete pavement surfaces that are damaged while in a plastic state items. before that area receives permanent pavement markings and opens to traffic. Perform repairs that are structurally equivalent to and cosmetically uniform with the adjacent undamaged areas. The nesting/breeding season for migratory birds is February 15 through September 30. Do not repair by grouting onto the surface. On pavement widening,hand finishing in place of the longitudinal float will be permitted. General Notes Sheet I General Notes Sheet J 1 6E Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd Where existing pavement is widened with new pavement,place the new pavement a minimum of Sprinkling and rolling,required for the compaction of the rough subgrade in advance of fine- 2 ft.wide. grading are subsidiary to this Item. Maintenance of a moist condition of the subgrade in advance of fine-grading and concrete is subsidiary work,as provided above. Equip the batching plants to proportion by weight,aggregates and bulk cement,using approved proportioning devices and approved automatic scales. Item 416: Drilled Shaft Foundations For mono curb,the curb height transitions will be paid at the contract unit price of the larger curb Include the cost for furnishing and installing anchor bolts mounted in the drilled shafts in the unit height in the transition. bid price for the various diameter drilled shafts. High-early strength cement may be used for frontage road and city street intersection The City may test using ultrasonic methods the anchor bolts for overhead sign supports,light construction. standards,and traffic signal poles after they are installed. Replace faulty anchor bolts as directed. Do not weld the anchor bolts. Do not use limestone dust of fracture as fine aggregate. For 30'double arm street light pole foundations,use class C concrete with a maximum aggregate If the concrete design requires greater than 5.5 sacks of cementitious material per cubic yard, size of%". obtain written approval. If placing concrete pavement mixes from April 1 to October 31, inclusive,use Mix Design Option 1 as specified in Section 421.4.2.6.1. Item 421: Hydraulic Cement Concrete Perform saw cutting as shown on the plans in accordance with Section 360.4.10,"Sawing Entrained air is required in all slip formed concrete(bridge rail,concrete traffic barrier, Joints."This saw cutting is subsidiary to this bid Item. pavement,etc.),but is not required for other structural concrete. Adjust the dosage of air entraining agent for low air content as directed or allowed by the Engineer. If entrained air is Complete the entire Fast Track Concrete construction process,from the time the Fast Track provided where not required,do not exceed the manufacturer's recommended dosage. Work Area is closed to traffic,to the time the Fast Track Work Area is opened to traffic. The Fast Track operation includes,but is not limited to,traffic control,existing pavement and Item 502: Barricades,Signs,and Traffic Handling subgrade removal,preparation of subgrade,placement of steel,placement of Fast Track concrete Use a traffic control plan for handling traffic through the various phases of construction. Follow pavement,cure time,striping,etc. Perform work in the Fast Track Work Area in an expeditious the phasing sequence unless otherwise agreed upon by the Area Engineer and the Project manner,within the allowable time period as shown in the plans,and as arranged with the City Manager. Ensure this plan conforms to the latest"Texas Manual on Uniform Traffic Control Failure to perform any Fast Track Work Area construction within the above time frames will be Devices"and the latest Barricade and Construction(BC)Standard Sheets. The latest versions of cause for the Engineer to require the Contractor to shut down all other construction operations to Work Zone Standard Sheets WZ(BTS-1)and WZ(BTS-2)are the traffic control plan for the ensure all resources are directed toward the completion of the Fast Track operation. This signal installations. shutdown will remain in force until the Fast Track operation is complete. Such a shutdown will Submit changes to the traffic control plan to the Engineer. Provide a layout showing the not warrant additional time,time suspension,or any additional costs to the City. construction phasing,signs,striping,and signalizations for changes to the original traffic control plan. Unless otherwise directed in writing,provide Class HES concrete with a minimum average flexural strength of 425 psi or a minimum average compressive strength of 3,000 psi in 16 hours. Furnish and maintain the barricades and warning signs,including the necessary temporary and portable traffic control devices,during the various phases of construction. Place and construct When directed in writing,open the pavement to traffic before the minimum requirements have these barricades and warning signs in accordance with the latest"Texas Manual on Uniform been attained. Traffic Control Devices"for typical construction layouts. Cover work zone signs when work related to the signs is not in progress,or when any hazard When needed,place and remove forms in accordance with Section 360.4.5,except do not remove forms until at least 6 hours after concrete has been placed.The time for the form removal related to the signs no longer exists. may be extended with the direction of the Engineer if weather or other conditions make it Keep the delineation devices,signs,and pavement markings clean. This work is subsidiary to advisable. the Item,"Barricades,Signs,and Traffic Handling." General Notes Sheet K General Notes Sheet L 16F S S O 41101 Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd If a section is not complete before the end of the workday,pull back the base material to the Item 506: Temporary Erosion,Sedimentation and Environmental Controls existing pavement edge on a 6H: IV slope. Edge drop-offs during the hours of darkness are not permitted. A Storm Water Pollution Prevention Plan(SWP3)is required. Since the disturbed area is more than 5 acres,a"Notice of Intent"(NOI)is also required. Cover or remove the permanent signs and construction signs that are incorrect or that do not apply to the current situation for a particular phase. Use appropriate measures to prevent,minimize,and control the spill of hazardous materials in the construction staging area. Remove and dispose of materials in compliance with State and Do not mount signs on drums or barricades,except those listed in the latest Barricades and Federal laws. Construction standard sheets. Before starting construction,review with the Engineer the SWP3 used for temporary erosion Use traffic cones for daytime work only. Replace the cones with plastic drums during nighttime control as outlined on the plans. Before construction,place the temporary erosion and hours. sedimentation control features as shown on the SWP3. Place positive barriers to protect drop-off conditions greater than 2 ft.within the clear zone that Schedule the seeding or sodding work as soon as possible. The project schedule provides for a remain overnight. vegetation management plan. Use shadow vehicles with Truck Mounted Attenuators(TMA)for lane and shoulder closures. After completing earthwork operations,restore and reseed the disturbed areas in accordance with the City's specifications for permanent or temporary erosion control. Lane closures are restricted to the work hours between 9:00 am and 3:00 pm. The Engineer may Implement temporary and permanent erosion control measures to comply with the National reduce the above times for special events. Pollution Discharge Elimination System(NPDES)general permit under the Clean Water Act. Law enforcement assistance will be required for this project and is expected to be required for Before starting grading operations and during the project duration,place the temporary or major traffic control changes and lane closures. Coordinate with local law enforcement and permanent erosion control measures to prevent sediment from leaving the right of way. arrange for law enforcement as directed or agreed by the Engineer. Item 512: Portable Traffic Barrier Provide full-time,off-duty,uniformed,certified peace officers,as part of traffic control operations. The peace officers must be able to show proof of certification by the Texas Where required by the Engineer,provide anchor pins for Type 2 Low Profile Concrete Barriers Commission on Law Enforcement Officers Standards. The cost of the officers is paid for on a (LPCB)as shown on the current LPCB standard. Anchor pins are subsidiary to the Low Profile force account basis. Concrete Barrier. A minimum of 7 days in advance of any total closure,place a portable changeable message All LPCB shall have drainage slots unless otherwise noted. (PCM)sign at the location of each total closure which informs the traveling public of the details of the closure. Alternately,if the Traffic Control Plan provides a positive barrier at the location, Item 618: Conduit a non-trailer mounted static message board sign behind the positive barrier may be used in place Item 620: Electrical Conductors of a PCM. Item 628: Electrical Services For construction of the fast track and temporary pavement of the eastbound lanes as shown in If the specifications for electrical items require UL-listed products,this means UL-listed or CSA- Phase 2A,Contractor shall provide advanced notification and shall work out arrangements with listed. the City,including schedule,hours,and duration. Item 618: Conduit Side street closure and fast track concrete pavement construction shall be scheduled over a weekend between the hours of 9:00 pm Friday and 5:00 am Monday. Contractor shall provide When backfilling bore pits,ensure that the conduit is not damaged during installation or due to advanced notification for weekend and night work and shall work out arrangements with the settling backfill material. Compact select backfill in 3 equal lifts to the bottom of the conduit;or City. if using sand,place it 2 in.above the conduit. Ensure backfill density is equal to that of the existing soil. Prevent material from entering the conduit. General Notes Sheet M General Notes Sheet N 16G • Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd Construct bore pits a minimum of 5 ft.from the edge of the base or pavement. Close the bore pit Ground metal ground box covers. Bond the ground box cover and ground conductors to a holes overnight. ground rod located in the ground box and to the system ground. With the exception of the street lighting conduit and unless otherwise shown on the plans,install Ground the existing metal ground box covers as shown on the latest standard sheet underground conduit a minimum of 24 in.deep. Install the conduit in accordance with the latest ED(4)-14. National Electrical Code(NEC)and applicable Department standard sheets. Place conduit under driveways or roadways a minimum of 24 in.below the pavement surface. During construction and until project completion,provide personnel and equipment necessary to remove ground box lids for inspection. Provide this assistance within 24 hours of notification. If using casing to place bored conduit,the casing is subsidiary to the conduit. Construct concrete aprons in accordance with the latest standard sheet ED(4)-14. Make the If placing the conduit under existing pavement to reach the service poles,bore the conduit in depth of the concrete apron the same as the depth of the ground box,except for Type 1 and Type place and extend it a minimum distance of 5 ft.beyond the edge of shoulder or the back of curb. 2 ground boxes. For Type I or Type 2 ground boxes,construct the concrete apron in accordance Item 620: Electrical Conductors with details shown on the"Ground Box Details Installations"standard. Test each wire of each cable or conductor after installation. Incomplete circuits or damage to the Item 628: Electrical Services wire or the cable are cause for immediate rejection of the entire cable being tested. Remove and Verify and coordinate the electrical service location with the engineering section of the replace the entire cable at no expense to the City. Also test the replacement cable after appropriate utility district or company. installation. Identify the electrical service pole with an address number assigned by the Utility Service When pulling cables or conductors through the conduit,do not exceed the manufacturer's Provider. Provide 2-in.numerals visible from the highway. Provide numbers cut out aluminum recommended pulling tensions. Lubricate the cables or conductors with a lubricant figures nailed to wood poles or painted figures on steel poles or service cabinets. recommended by the cable manufacturer. Item 636: Signs Ensure that circuits test clear of faults,grounds,and open circuits. Furnish and install signs shown on the traffic signal"Summary of Traffic Signal Materials" Split bolt connectors are allowed only for splices on the grounding conductors. sheet. Ensure that the legend on these sign panels is in accordance with the latest"Standard For Roadside Flashing Beacon Assemblies(Item 685)and Pedestal Pole Assemblies(Item 687) Highway Sign Designs for Texas"manual. within the project,provide single-pole breakaway disconnects as shown on the Construction For design details not shown on the plans,provide signs and arrows conforming to the latest Division(CST)material producers list. Check the latest link on the Department website for this "Standard Highway Sign Designs for Texas"manual. list. The category is"Roadway Illumination and Electrical Supplies." The fuse holder is shown on the list under Item 685. For underground(hot)conductors,install a breakaway connector Item 644: Small Roadside Sign Assemblies with a dummy fuse(slug). Provide dummy fuse(slug). For grounded(neutral)conductors, install a breakaway connector with a white colored marking and a permanently installed dummy Sign locations shown on the plans are approximate. Before placing them,obtain approval of and fuse(slug). then stake the exact locations for these signs. For electrical licensing and electrical certification requirements for this project,see Item 7 of the Use the Texas Universal Triangular Slip Base with the concrete foundation for small ground Standard Specifications and any applicable special provisions to Item 7. mounted signs,unless otherwise shown in the plans. Item 624: Ground Boxes Remove existing street name signs from existing stop signs and re-install them above the new stop signs. Removing and re-installing existing street name signs is subsidiary to the Item, The ground box locations are approximate. Alternate ground box locations may be used as "Small Roadside Sign Assemblies." directed,to avoid placing in sidewalks or driveways. When design details are not shown on the plans,provide signs and arrows conforming to the latest"Standard Highway Sign Designs for Texas"manual. General Notes Sheet 0 General Notes Sheet P 1 6H S 4110 S 411111 Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd Use Type E Super High Specific Intensity(Fluorescent Prismatic)yellow green reflective If the Type II markings become dirty and require cleaning by washing,brushing,compressed air, sheeting background to fabricate school signs(S1-1,S3-I,S4-3,S5-1,W16-2,SW 16-9p,and or other approved methods before applying the Type I thermoplastic markings,this additional SW 16-7pL(R)). cleaning is subsidiary to the Item,"Reflectorized Pavement Markings." Assume ownership of the removed existing signs. Establish the alignment and layout for work zone striping and permanent striping. Locations of the relocated signs are approximate. Before placing them,obtain approval of and Stripe all roadways before opening them to traffic. then stake the exact locations for these signs. Place pavement markings under these items in accordance with details shown on the plans,the Replace existing signs that become damaged during relocation at no expense to the City. latest"Texas Manual on Uniform Traffic Control Devices,"or as directed. Item 647: Large Roadside Sign Supports and Assemblies When design details are not shown on the plans,provide pavement markings for arrows,words, and symbols conforming to the latest"Standard Highway Sign Designs for Texas"manual. Locations of the relocated signs are approximate. Before placing them,obtain approval of and then stake the exact locations for these signs. Item 672: Raised Pavement Markers Replace existing signs that become damaged during relocation at no expense to the City. If other operations are complete on the project and if the curing time period is not yet elapsed, the contract time will be suspended until the curing is done. Assume ownership of the removed existing signs. Before placing the raised pavement markers on concrete pavement,blast clean the surface using Item 656: Foundations for Traffic Control Devices an abrasive-blasting medium. This work is subsidiary to the Item,"Raised Pavement Markers." Using ready mix concrete for sign foundations is optional. Provide epoxy adhesive that is machine-mixed or nozzle-mixed and dispensed. Equip the machine or nozzle with a mechanism to ensure positive mix measurement control. Item 666: Reflectorized Pavement Markings Item 680: Highway Traffic Signals Use Type III glass beads for thermoplastic and multipolymer pavement markings. Clearly mark or highlight on the shop drawings the items being furnished for this project. Use a 0.100 in.(100 mil)thickness for thermoplastic pavement markings,measured to the top of the thermoplastic,not including the exposed glass beads. Fumish labor,tools,equipment,and materials as shown on the plans and specifications for a complete and operating signal installation. Use a 0.022 in.(22 mil)thickness for multipolymer pavement markings,measured to the top of the multipolymer,not including the exposed glass beads. Furnish the type of controller cabinet specified on the plans. Refer to the table shown in the Departmental Material Specifications(DMS-11170,Fully Actuated,Solid-State Traffic Signal For roadways with asphalt surfaces to be striped with work zone or permanent thermoplastic Controller Assembly),Section 11170.6.A,Type 2 cabinet,page 4 of 39,regarding the size of the markings,the Contractor has the option to apply paint and beads markings for a maximum 30- cabinet,back panel configuration,and the size of the load bay. Use the following website to day period until placing the thermoplastic markings,or until starting the succeeding phase of view this specification: http://www.txdotgov/business/resources/dtns.html work on the striped area. Maintain the paint and beads markings,at no expense to the City,until placing the thermoplastic markings or starting the succeeding phase of work on the striped area. Complete traffic signal construction work,including correcting discrepancies shown on the The work zone markings,whether paint and beads or thermoplastic,are paid under the Item, Department inspector's"Traffic Signal Installation Inspection Report"before the beginning of "Work Zone Pavement Markings"and the markings are paid for only once for the given phase of the test period. construction. Provide a full-time qualified traffic signal technician responsible for installing,maintaining,or If using paint and bead markings as described above,purchase the traffic paint from the open replacing traffic signal devices. market. Staking in the field is subject to approval. General Notes Sheet Q General Notes Sheet R 1 6 I Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd Make adjustments in project construction,if needed,due to conflicts with underground utilities. Item 685: Roadside Flashing Beacon Assemblies Do not aim the luminaire arms mounted on traffic signal poles into the intersection. Aim each When shown on the plans,provide solar powered flasher controller assemblies in accordance arm perpendicular to the centerline of the roadway it is intended to cover,to develop the proper with Departmental Material Specifications DMS-11150,"Solar Power Flasher Controller illumination pattern for the intersection. Assembly." Allow the electrical work to be inspected by the City. When solar powered school zone signs are shown on the plans,provide solar powered flasher controller assemblies capable of 24 hour operations. Provide continuous conductors without splices from signal controller to signal heads. Route the Furnish and install screw-in anchor foundations in accordance with Special Specification Item, conductors for luminaires to the service enclosure. Splices or attachments to the terminal block "Screw-In Anchor Type Foundations." The work performed and materials furnished in in the access compartment of the mast arm pole are not permitted except for the luminaire cable- accordance with this Item are subsidiary to the Item,"Roadside Flashing Beacon Assemblies." Abrasions to the conductor insulation caused while pulling cable for the traffic signal system are Item 686: Traffic Signal Pole Assemblies(Steel) cause for immediate rejection. Remove and replace the entire damaged cable at no expense to the City. For a steel mast arm or steel strain pole assembly,hold the anchor bolts and conduits rigidly in When pulling cables or conductors through conduit,do not exceed the manufacturer's place with a welded steel template. recommended pulling tensions. Lubricate the cables or conductors with a lubricant as Leave a minimum of one full diameter thread exposed on each anchor bolt securing a signal recommended by the cable manufacturer. pole. Bond the controller housing,signal poles,conduit,and spans to a minimum No.6 AWG stranded Set the anchor bolts for the steel strain poles so that two are in compression and two are in copper conductor. An equipment grounding conductor is required in every conduit to form a tension. continuous grounding system. Effectively connect the grounding system to ground rods or concrete encased grounding electrodes as indicated in the plans. Use a Texas Cone Penetrometer reading of 10. The drilled shaft length is from the surface elevation to the bottom of the drilled shaft. Provide an additional length of the pole foundation Wrap signal heads with dark plastic or suitable material to conceal the signal faces from the time from the surface level to the roadway level,if required for unusual locations. Provide the drilled of installation until placing into operation. Do not use burlap. shaft depth regardless of the length of the pole foundation. The pole foundation depth from the Furnish signal heads from the same manufacturer. surface level to the roadway level is a maximum of 4 ft.,or as approved. Use Type C High Specific Intensity grade sheeting for signs mounted under or adjacent to the Locate mast arm pole assemblies a minimum of 4 ft.from the roadway curb or pavement edge. signal heads. Place steel strain poles at a 10 ft.desirable minimum distance from the roadway curb or The Contractor may use ready mix concrete. pavement edge. After the traffic signal pole assembly is plumb and the nuts are tight,tack-weld each anchor bolt Apply membrane curing on concrete work in accordance with Section 420.4.10.3,"Membrane nut in two places to its washer. Tack-weld each washer to the base plate in two places. Do not Curing." weld components to the bolt. Perform tack-welding in accordance with the Item,"Steel The standard 4.5-in.galvanized pipe type poles,except the breakaway type,are subject only to Structures." After tack-welding,repair galvanizing damage on bolts,nuts,and washers in the Engineer's inspection for their acceptance. Mill test reports or documentation will not be accordance with Section 445.3.5,"Repairs." required. The Citymaytest the anchor bolts usingultrasonic methods for traffic signal poles after they are Item 682: Vehicle and Pedestrian Signal Heads installed. Replace faulty anchor bolts as directed. Do not weld the anchor bolts. Install two set screws on vehicle signal head mounting hardware fittings. Item 688: Pedestrian Detectors and Vehicle Loop Detectors General Notes Sheet S General Notes Sheet T I 6 J 4111 S • • • Sheet Sheet County: Brazoria Control: 0912-31-311 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Highway: Hughes Ranch Rd Provide pedestrian push buttons a minimum of 2 in.diameter in the smallest dimension. 4 Vehicle Detection Install a rubber grommet or bushing between the push button assembly and the signal pole to Detection Zone Video Taping X protect the conductors. 5 VIVDS Processor Unit Provide a black tube loop detector wire as specified in the"International Municipal Signal Provide both TS t and TS2 Environmental Requirements X Association,Inc."(IMSA)Specification No.51-7,1997. 12 Volt/5 Amp Power Supply X At intersections where a minimum of 10 ft.spacing between adjacent accessible pedestrian 6 Assembly signal units is not possible,provide each accessible pedestrian pushbutton with the following Came Camera mera Interface Panel X features: a pushbutton locator tone,a tactile arrow,a speech walk message for the walking 7 Field Communications Link person indication and a speech pushbutton information message. Lightning and Transient Surge Suppression Devices X Provide pedestrian push buttons a minimum of 2 in.diameter in the smallest dimension. 9 Temporary Use and Retesting X Install a rubber grommet or bushing between the push button assembly and the signal pole to to operation from Central Control X protect the conductors. Telephone Interconnect X ISDN Interconnect X Item 6002: Video Imaging Vehicle Detection System 11 Installation and Training X Furnish the cable to operate the Video Imaging Vehicle Detection System(VIVDS)in accordance with the manufacturer's recommendations or purchase it from the same manufacturer Other items not specifically listed in this table are required. as the VIVDS equipment. Supply VIVDS equipment that can process up to a maximum of 6 camera inputs per intersection. Additional equipment to accommodate up to 6 camera inputs is subsidiary to the various bid Basis of Estimate items. No extra compensation will be allowed for additional equipment needed to make the Item Description Limit and Rate Unit VIVDS equipment fully operational under this Item. 02335 Lime Treatment(Road-Mixed) SY For materials used as subgrade* Supply a laptop computer and a video monitor as described in this Special Specification Item. • Lime(HYD,COM,or QK)(SLRY) 6%by weight based on TON Detector zone videotaping for this project will not be required. or QK(DRY) 100 Lb./Cu.Ft.subgrade 02710 Asphalt Treatment(Plant-Mixed) 110 Lb./Sq.Yd.-In. TON Special Specification 6002 Video Imaging Vehicle Detection System Requirements • Asphalt 5%by weight Specification Not State • Aggregate 95%by weight Items Description Required Required Supplied 02741 Dense-Graded Hot Mix Asphalt 110 Lb./Sq.Yd.-In. TON • Asphalt 6%by weight 1 Description X • Aggregate 94%by weight Variable Focal Cameras X VIVDS Card Rack Processor System X Field Setup Computer(I Required)(Laptop) X *If used in existing roadway base,rate will be determined on a case by case basis. Field Setup Video Monitor(I Ea.Controller) X Connectors and Camera Mounting Hardware X 3 Functional Capabilities System Software X General Notes Sheet U General Notes Sheet V 16K SUMMARY OF TRAFFIC CONTROL QUANTITIES 400 512 661 600) 6165 6165 02220 02603 02629 6006 6009 6010 6033 6034 6057 6056 _ 6001 _ 6002 6003 • CUTS PORT CTB PORT CIO PORT CTB PORT CIS ' PORT CIS MIT CIS YEN SIG VEN 510 VER SIC PORTABLE NIA TW REMOVING REMOVING ROAN REYOV GRATE SET STATION TO STATION REST0RIN0 IFUI B)NST)(FUR 9 INST (MOVE( (MOVE) MOIGVE) (REMOVE) SEC(12'( SEC 112') SEC 112'1 CHANGEABLE ISTATI0INRY) Dp611E STAB MSE E STAB BASE 5TR SIR 9 (TY II) PAY (LER PROF) )LOB P100) 5.011 PROF) MOW PROF) (LOS PI10F) (LOR PROF) LED LED LED IESSAOE OPERATION) AND ASIA PAV AND ASPH PAY (PIPE) (SET) FRMS (DES 2)(RCP) (TY I) ITY 2) (TT II ITT 2) IT'D (TT 21 (RED) (TEL) 101() 510N 16'1 • 11'-22'1 TALL SIZES) 161111►1 SY LF LF LF LF LF LF EA EA EA DAY DAY NR SY ST LF EA EA IEA) PHASE 1 96.77.01 TO 103400 51 103.00 TO 127.00 67 i 9 127.00 TO 151.00 79 2 1 161.00 10 175.00 41 1 175.00 TO 199.00 41 ' • 191.00 TO 206.29.09 16 SUBTOTAL 311 12 1 120 I it 2 PHASE 2 96.71.01 TO 103.00 227 20 • 1 103.00 TO 127.00 1,733 110 • 30 . (27.00 TO 151.00 640 10 60 • 1 151400 TO 175.00 46 30 A I M 175400 TO 1911.00 1,000 60 60 E $ 199.00 TO 201.29.05 20 620 20 4 , SUBTOTAL 66 4,300 360 160 10 Sff PHASE 2A , 96.77.0) TO 104.00.00 200 40 4 2 2 20 i SUBTOTAL 200 40 4 2 2 20 6 1 • PRASE 3 E 96.77.01 TO 103.00 200 40 4 2 2 133 103.00 TO 127.00 `8 127.00 TO 151.00 S0 3,053 305 , 151.00 i0 (75.00 30 30 S,05! 177 20 2 f1/ 414 1 175.00 TO 191.00 30 2,999 232 191400 TO 206.29.09 632 E ,-, S)NTOTAL L 200 40 4 2 2 1$0 5 40 11,695 1,151 20 3 PHASE 4 e m 96.77.01 TO 103.00 1 271 103.00 TO 127.00 3911$ 127.00 TO 151.00 257 151400 TO 175.00 179.00 TO 199400 1,,347 051 1 199.00 TO 206429.09 SUBTOTAL 4,300 310 1 45 2,333 TOTAL I 377 I 4,300 I 360 I 400 I 60 1 4,300 I 360 I 6 I 4 I 4 I 350 1 35 1 272 14,026 I 1,151 20 I 3 1 12 I 2 INTERIMS SU*SIDIARY TO PERTINENT ITEI6 E 1 I ' ,L8/21/2018 ADDENDUM 1 5 gi i; a City of Peadand,Texas E`e7 HUGHES RANCH ROAD a3 SUMMARY OF TRAFFIC CONTROL OUANES x N1/I01( 17 0.1. CANN ill S • O • ill SUMMARY OF TRAFFIC CONTROL QUANTITIES 026211 02630 02710 02741 02762 02111 SET RC PIPE ASPHALT 0-ON INIA 0-OR 1114 NR ZN PAY 111 ZN PAY NR ZN PAY M ZN PAV 111I ZN PAV ' VII ZN PAY US ZN PAY NR ZN PAV ELIM EST FLIM EXT FLIM ERT SLIM EXT FLIM EST EL1M EXT ELIO EST STATION TO STATION (TV III ICI.III) STM MSE TY-0 TY-0 MIR NEMDV MNG ROMP MIX SEWN MI5 NOOV MIN HEADY 185 NOVMDISM NOAOY MR NOON PAV MG PAY MIX PAY*IRK PAY M15 PAY*115 PAV MRS PAV MNK (0ES 4)01C1.1 124 IN) (011 21(PO 641 P064-22 P064-22 CLASS I CLASS I CLASS I CLASS I CLASS I CLASS I CLASS I CLASS I 6 MKS S MMS S MOS 11 MKS &MKS 6 MORS 6 MKS 16.1)(►1 16') 12') 11'-22'1 1114'100T) 0111'ISLOI 11/8'(SLD) (1)21'ISLD1 111 AKRON 111 1011D 1Y14'100T1 (T(4'ISLD) 1 4'1 16'1 1 8'1 1 12'1 124'1 (ARROW 11101101 IEA) (LFI ST ST SY LF LF LF LF EA EA LF LF LF LF LF LF LF EA EA PHASE I 88.77.01 TO 103.00 133 133 103.00 TO 127.00 3,654 3,654 127.00 TO 151.00 I 4 3,013 3,013 151.00 TO 173.00 20 861 1161 175.00 TO 111.00 2,101 2,911 111.00 TO 206.21.01 832 832 SUBTOTAL I 24 11,571 11,571 PHASE 2 98.17.01 TO 103.00 64 271 313 22 61 _ 726 585 223 1,173 197 46 3 2 y 103.00 TO 127.00 306 2,406 23 4,276 3,671 20 1 127.00 TO 151.00 177 2,336 112 4,415 6,435 157 171 Y 151.00 TO 175.00 116 116 414 2,335 51 4,309 5,073 705 263 3 3 11 175.00 TO 1111.00 252 2,400 48 3,195 4,158 113 114 IL 88 111.00 TO 200.21.01 2 214 24 1,157 3,406 167 166 2 2 y SUBTOTAL 116 116 1,131 64 10,764 3113 403 SS 11,671 24,127 223 3,115 1117 S00 6 7 i PHASE 24 116.77.01 TO 104.00.00 271 271 1 31 310 31 323 i SUBTOTAL 271 271 31 310 31 323 PHASE 3 916.77.01 TO 103.00 Ill 307 476 31 31 657 103.00 TO 127.00 328 3118 2,400 67 4,181 127.00 TO 151.00 258 2511 2,400 (38 1,226 (51.00 TO 175.00 347 347 2,400 83 4,121 4 175.00 TO 111.00 1,066 1,058 2,400 111 62 I I 4,276 111.00 TO 206.21.01 26 1,001 211 26 1,131 _ $ p SIMTOTAL 2,062 2,062 (44 (0,115 567 SOS I I s7- -19,414 - PHASE 1 - ___ _ - _ _- d . 18.77.01 TO 103.00_ - - - 64 515 24 61 640 _ (03.00 TO 127.00 - •__- - 57 4,191 127.00 TO (51.00 43 4,227 151.00 TO 175.00 42 4,150 175.00 TO 111.00 t 31 4,212 111.00 TO 206.21.01 ` 100 31 1 1 SI 1,811 - SUSTOTAL 61 616 243 1 I 112 11,277 TOTAL 1 1 24 1 14,021 1 14,028 1 1,151 303 1 21,161 1 1,5115 1 1,265 1 2 1 2 L 285 1 58,692 1 24,127 1 223 1 3,115 1 197 1 S00 1_ 8 ,1____2__. AL t 1 1 2 IQ 8/21/2018 ADDENDUM 1 F d.1. gf dm City of Pea and,Texas NVOHES RANCH ROAD 13! SUMMARY OF TRAFFIC ff • CONTROL OUANIES SHEET 2 GE 2 I° ,. ..__....- .,.,w, SHEET y ..-.."7"2- A SUMMARY OF ROADWAY QUANTITIES 132 360 524 531 S40 02200 02315 02316 02335 LAYOUT 6004 4043 6004 6002 SHEET STATION TO STATION O/ANIOENT CONC PVM7T LANDSCAPE CONC MAIL60X PREP EXCAVATION EXCAVATION LINE INTO, LIME TRT M. (FINAL) (CONT 5EIK) PAVERS MEDIAN ROW (DETENTION POND) )NOADWAY) COM,OR 01 (COST MATL) (DENS COST)ITY CI (FAST TIC)113.1 (SLURRY)) (8') CY ST SY SY EA STA CY CY TON SY 1 100.29.97 TO 110.00 322 659 395 54 I 9.70 119 2,644 109 .030 2 110.00 TO 122.00 143 503 12.00 1,045 4,299 137 ,594 3 (22.00 TO 134.00 961 547 103 12.00 2,629 134 ,541 4 134.00 TO 144.00 2.140 472 113 12.00 534 139 ,723 S 146.00 TO 154.00 1,479 451 34 12.00 311 145 ,072 4 1$4.00 TO 170.00 2,076 496 137 4 12.00 2,731 735 147 067 7 170.00 TO 182.00 4,314 424 157 I 12.00 2,510 354 156 ,440 4 142.00 TO 194.00 1,141 390 248 1 12.00 1,152 1,594 ISO .344 a 9 194.00 TO 204.29.09 794 269 177 12.21 5,024 1,531 151 ,821 y TOTALS 13.794 459 3,147 1,033 7 105.99 12,411 14,859 1,274 7.912 t ••PREP ROW SHALL INCLUDE SIDE STREET TIE INS. A iL @i SUMMARY OF ROADWAY QUANTITIES LAYOUT 02614 02633 02710 0274) 02701 02770 02771 02921 02922 9 ASPHALT SHEET STATION TO STATION ADJUST ADJUST ANALT STAB D-09 HIM CONC PAY CONC CURB CONC CUM CONC FED NYONCNULCN BLOCK 501 S NO. FIRE VALVE SAX 10R 21 TY-0 (JOINT MIK) IMD1D1 (DOWEL) SIDEWALKS RAY SEEDING SN (VERT SOX (PO HI 110') P054-22(2') 110'1 (TY II) (4') RT 4 N0R12) (VENT 6 NO1121 IA EA SY SY ST LF LI SF EA AC SY c t 1 100.29.97 TO 110.00 •2 5,377 1,834 1,459 10,747 I 0.52 1,005 2 110.00 TO 122.00 4 4,610 2,423 2,155 13,446 3 0.06 1,220 3 122.00 TO 134.00 2 4,721 2,375 2,551 13,713 9 0.55 443 4 134.00 TO 141.00 3 4,625 2,540 2,154 13,311 4 0.10 3,043 5 140.00 TO 158.00 3 7,046 2,950 2,292 1{,632 0.20 2,567 4 184.00 TO 170.00 21 II 7,404 2,318 2,044 13,676 4 1.33 2,671 7 170.00 TO 142.00 1 102 74 7,049 2,407 1,484 12,244 8 1.3$ 2,720 0 142.00 TO 19440 26 17 7,429 2,304 2,098 11,474 4 0.51 2,409 8 154.00 TO 206.29.09 4 7,819 2,440 2,312 6,000 7 0.97 7,732 TOTALS 19 5 140 109 43,220 21,728 10,321 113,534 34 6.47 20,443 •••TEE UTILITY LAYOUTS FON LOCATIONS ...FERTILIZER,TOPSOIL,AID VEGETATIVE WATERING AS RIMMED 87 5►ECIFICAYIONS SHALL SE SUBSIDIARY UNDER ITS PEIT114ENT ITEMS. 1' SUMMARY OF ROADWAY REMOVAL QUANTITIES 1 LAYOUT 02220 I SHEET STATION TO STATION MOVING REMOVING REMOVING REMOVING REMOVING STA& REMIOV RENON REIDV REMOY NENDV 440. CONC CONC CONC CONC BASE AND ASM( STR STR STR STR(SRIDOE MAILBOX kt I(PAY) /RIPRAPI (SIDEWALKS) (DRIVEWAYS/ PAY 14'-20.1 (INLET) ISETI (PIPE/ 0-99 FT LENGTH) 8/23/2018 ADDEND)).) 1 (ALL SIZES/ SY SY ST SY SY EA EA LF EA EA 1.1.'=.44....44) �„' _ ,�.• 7 j 1 100.29.97 TO 110.00 234 3,530 6 347 1 Iiii^^ 71:1 22, I 110.00 TO 122.00 134 11 1,509 147 3,100 1 7 414 ..... 2 122.00 TO 134.00 232 533 3,234 2 S{ 2 134.00 TO 144.00 460 475 ],232 I 4 445 �� t 3 146.00 TO 154.00 439 296 4,313 2 220 1 'S 1'I 1 9 3 150.00 TO 170.00 91 282 352 4,044 2 258 4 : = 4 170.00 TO 112.00 14 124 3,104 2 290 I City of Pea and,Texas 0 4 142.00 TO 194.00 3,425 2 5 NM 1 f 5 154.00 TO 204.29.09 3(3 4,732 3 - 5 459 HUGHES RANCH ROAD !'j ; TOTALS 1,250 27 3,545 1,197 33,034 17 27 2,592 1 7 SUMMARY OF ROADWAY u QUANTITIES 1 ..._... NWE7+as , T ��X,E,. �,,a„ SHUT II! -ft • S S III 4111 • LEGENQ 1/// //1 PERMANENT PAVEIEIIT [/ /1 CONSTRUCTION WP TEIPO CONSTRARYTRUCTION PAVEMENT -.. .��♦ SEE NOTE S OEOIN.LPL'S 11/TT.2.. _ ~ .'.' PRO►FAST TRACK CONC BEGIN L►C5 11/TY 2 NO STA 110.7] - - d PAVEMENT CONSTRUCTION STA 105.01...- CUT i RESTORE 1.15' L1 SHOULDER SMa•I2fi11• 3.00' u ® OEOIN® PAVEMENT STA 110613 5EGIR LACS r/TY 2 SEE NOTE 3 END:110.0 .g 6ESTA IN C1�ODs STA 111.10 STDIRECTION aSEWER TR111ML[ME END L►C6 R/TY 2S `,'1 ``�I'' 3.00' LT END.PCO r/TY 2 STA 101•61SEE NOTES MomE%ISTING TRAFFIC <) STA 101.76 7.00' LT STA 0MI •C MOWS RANCH RD 0.13' RT sss ENO.PCS r/TY 2ORM 0 o ()OIL , \ , 8— I • n DOL 3112.43 p �- SIGN " EXIST RON 1� -� 3.00' LT - p C ^ • --_ -- .. - yl H TYPE III BARRICADE 2 - 1 \ —• PORTABLE CHANGEABLE MESSAGE SIGN •' t 'r6 •• N • INLET 111 . .... ..,...._ i ... ..... _. _ _ �. t.®.1.�.+•.I 1R--•�� MANHOLE IJ r antra tar,/�`�`�r i;:mr /O® ®'auto' ®`./'ai�di®9e' • Ar'.1I �€4,//'a/ �`.�w�w W -� - TEMgRART DITCH ' •J 'i �; - Or S —+ PERMANENT DITCH u 03-IO - .. r + LOW PROF ILE CONCRETE BARRIER • � STA 107.111.50 STA 109.63.00 30.09• MAY CT STA 104.47.00 ENG TAPER 37.50' RT 36.00' RT 3 O WE ZN PAY MK NOWT IY11.1S.DI 37.50' NT STA 106.41 REEVE TDI ORATE REMOVE TEMP GRATE %1 GTE Hughes Ranch Rd 72• 2• ® REYDV RK ZN PAY IRK IR)1•ISLDI 5 F REMOVE TEM!GRATE 4.00' LT SEE MOTE 2 t HUGHES RANCH NO SEE NOTE 2 r SEE NOTE 2 \ © rK 2N PAR MRK REMDV 1Y14'000T) VARIES 100' - 120' PROP ROW STOP RI-1 REAM 111 ® RK ZN PAV MIK REAM ]o-1 Y ..... I / O I16 ZN PAV (114.11110M1K MEOW (Y11.1R1 RK ZN REAM WE REA )RIMO14.1 ) E H 10' 10' 4' 7.5' 23' LANE LANE 7 G MI ZN PAV RIM READY 11116•(5.01 iiW x m W d ® RK ZN PAV MIK RDAs, 1Y121'15101 I t 1 (D RK ZN PAY MIK REMIT IR121'IS101 __-_ ' - --------- ii...... .. .. -'. 0 W EXIST PAV MRK TO REIN ® t I © NK ZN PAY WE READ,/ IR)CARRON) SECT ION A-A MQ WK 2N PAV WMK REIMV (N)($R0) 50 I NTS CONSTRUCT PORTIONS OF 00 STORM SEIIER TRKLINE AS SNOW SCALE/ I' . 100' W �tCOF iE�1 END("OBL p -�tiP ..0 11 A END.PCS 91/TY 2 ENoQ oel -SEE NOTE 3 SEGINQDSL STA(z6• • g -t ' S*111 a STA 120•!0 STA 22.311 STA 123.25 052 M` *; (.V •*i g () 3.00' LT BEGIN.PCI 11/TT 2 END.PCS R/TY 2 CW i ERIC H. LIU " I MORES MARCO RD DSLSTA 123.51 STA 126 1 I1,,;.‘3/4;•. 7502 't' • 23 LF 10 u MS O O EXIST ROW 7.00' IT ...... N .• / NSC/4. T—� ,�K 7.00 Ljam, R•R « t 7 H r... .. [y/-/y/-//// Jjy/ //y///// //j/yF //J (j// /rJy// y//'// /Jy/J/ AWIt J/ y/ //y/ '/y ////J/ // f --1.11.:::;?!!!!!!::, J /: Tf✓-7.',/ /// I//! //////7////!/!��!// �/ :... 1 :/1 ///// 24/7 / /// J lir ./21/2016 . EXIST ROM R�70' - _ wm�...F... .„.... .,. FIA 062 �� ,ro• Zarm g t �HARRINGTON H°3-io51•% STA ma)oeL ��^, a STA 115.22.50 PROP SDMAUALL K sT/A112.66 g Hughes Ranch �2.XT2. PROP SOUNDWALL J Ai y 36.50' RI A - .EOIN® / •i'T N1 10 y i MOVEETTOP GRATE SEE'TRAFFIC CONTNOl,PLAN STA 122.95 \ Rt-I P RIONES RANCH NO AT STOP '�`�� E NOTES: HAR RINGTON DR'FOR DETOUR I 30.530• City of Pea and,Texas 2 Y I. MAINTAIN ACCESS TO ORIVERATS AND CROSS STREETS THAT INFORMATION \ / HUGHES RANCH ROAD ARE NOT USING FAST TRACE CONCRETE AT ALL TIMES USING T10 RAY ROADWAY INTERSECTION PHASING AND CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES STANDARDS. TRAFFICOL PLAN u 3 2. REMOVAL OF THE TEMPORARY ORATES PLACED IN PHASE I ARE PMASE 2 INCIDENTAL TO THE PLACEMENT OF THE INLET OR MANHOLE. 21122) E1N 3. PLACE TEMPORARY ASPHALT TO TRANSITION TRAFFIC U►TO A'(:•+^:• 42/) A\ COMPLETED CR EXISTING CROSS STREET OR DRIVEWAY PAVEMENT. IQ 5/21/2018 ADDENDUM I YL YJ S SEE MISCELLANEOUS TRAFFIC COMM DETAILS SHEET FOR DETAILS. a•K cn a� LEGEND SEE'TRAFFIC CONTROL PLAN NUGNES RANCH RD PERMANENT PHFRASE MEPREVIOUS 1111141110. AT MILLER RANCH RD'FOR DETOUR1IW BMTION ////1 CONSTRUCTIpIVUENT "�"A TEMPOMRT PAVEMT SPEED - � � CdKTRUCTION EN LIMIT WATER BALLASTED BARRIER _ 3 0 FROM PREVIOUS PHASE C PAVEMENT CONSTRUCTION PROP FAST RACE C FROM PREVIOUS SEE NOTE 2 PHASE NO .. ® CUTT ESTORE END 0 OIL RATER BALLASTED BARRIER RNR/ STA 132.S NO TRUCKS STOP FROM PREVIOUS KOIM LPC11 R/TY 2 STAIN SERER TRWKLINE STAIN®OIL FROM PREVIOUS PHASE PHASE 311-27 STA 1311.11 STA 1x7.21 U SHOULDER R•X71P 7.00' LT DIRECTION OF BEGIN LPp 11/TY x 10 LF EXISTING TIIAFF IC 8 STA 1211.20 °� 0E3u Dx 8 • DRUM'N a 3.00' LT EXIST ROW 10 LF f0' TTP • T SION H. __ _ _ _ _ .-.- :. --- H TYPE III BARRICADE .. CV MI■- r' \ .— ..—._ PORTABLE CHANGEABLE MESSAGE SIGN N_ •_ 1,� ah, _ Mi INLET �i��.-=- = MANHOLE b, :7; A A• 4.�. TEMPORARY DITCH S C U EXIST ROW �i _ E HUGHES RANCH RD U PERMANENT DITCH ' < 0 k C1 LPCS W/TT x o REGIS(i) 1- �_ 7 STA 131.00 ¢ STA 1]•77 SPEED MALL I LOW PROFILE CONCRETE BARRIER PROP APICIALL A 3.00' LT w LF = I ' MILLER RANCH° w.x:.Y LIMIT R2-1 2 ic]o• TIK ZN PAR MRK RFYOV 1Y14 1510) W3-11 ille0, ]0•X70• STOP 70'%70'I ¢ I am.)1 Hughes Ranch Rd M•X/2• "'0 ® TRI ZN PAT MK RENON ItN•ISLDI DA im C ` \ IK ZN►1V MIK RFAtlV (Y14.10071 ,� u.r.) R1-X NO ® RK ZN PAR MIR REMOV /W14'/OOT) 111•%f• 3 7o' STOP R'-z7o'' TNRU 21'X]0• ® RK ZN PAR MIK RENON IY11•(KK) B TRUCKS WK ZN PAR MIK WEATDH 1R)1.1IRR1 I-S► E "' RANCH (MUONES RD •u�R111'%f' © RK 211 PAY MIR REMDV 111W•ISLE) e 100' EXIST ROW ® RK ZN PAY MIK RENON )Y)24'1510) S © WK ZN PAR MK RENON (1121./SLD/ RATER BALLASTED BARRIER 10' 10' 4' 7.5' 25' FROM PREVIOUS PHASE EXIST ATM LANE LANE _ Q EXIST PAY MK TO REMAIN SOW, BALLASTED H E OMD® u '• ® WK ZN PAY MR REAM IRI(ARROW/ STA 1N1 BARRIER 1 t 1' S.1 WK ZN PAY MRK REMCN 1111(WORD/ ____ __ E 7�//.W! Q OR Mx 1ry� __ ____ _ 0 50�I OI O FROM PREVIOUS Km SPEED O ®® • SCALE: 1' . 100' PHASE LIMIT i BEGIN SECTION A-A CONSTRUCT PORTIONS OF 30 NTS AS SHORN TRUNKLINE ti yipt''OF f�,4t`11 A =*: '.e t El OIL ENO LPC/WTI 2 FROM PREVIOUS PHASE BARRIER STA 141.74 = - pK 60' TT► E HUGHES RANCH RD ERIC H. LIU `1 8 7.00' LT ° Y e ' 107502 • ' L •®._... .. .. II ... .,,.,,,„,„,..,�,�,�,, EXIST R01,4*.....„, �.o,,T�(/ ED r_ FALI SEE NOTE 2 - < „• 44141,111.1/1111 �W - MI ,. MI V21/2011 S ° ///!1%f1 C /i /.. / e ; 11, .Is:a1d1i ' )/744y { //// /1 i' �� • / _ y K s T , n A .• I J MI.. my BEGIN ODIL EXIST ROW ;A / u �'^ � ENDO OIL J �A STA AL 1.11f SOUTH 143.37HAMP10N" os xi• U 0 Phar H �,�� PROP f01WOWALL I STA 11x.2$ g Hughes Ranch Rd 170.z1r SCHOOL NO •____ I! / \ SPEED FROM PREVIOUS PARKING SI-1 LIMIT ]0•X70• = STOP R'-' PHASE TIME City oEPea and,Texas 30.X30" y = 2 0 RELOCATE SOLAR NOTES, HUGHES RANCH ROAD + SRIF-N -STAIN "WIRED ROADSIDE 1. MAINTAIN ACCESS TO DRIVEWAYS AND CROSS STREETS THAT x1'%12• MEAD STA 1p•07 $LC3S FLASHING BEACON ARE NOT USING FAST TRACK CONCRETE AT ALL TIKES USING K . ASSEMBLY TWO WAY ROADWAY INTERSECTION PHASING AND CONSTRUCTION TRAFFK:CONTROL PLAN ySEE'TRAFFIC CONTROL PLM � •,...44, FOR M •,,..•„r IV S ST y MEET A UP I 3 u MANES RANCH RD AT SOUTH • di. PHASE 2 I*•a........cu SHEET HAMPTON OR•FOR DETOUR Li x. PLACE TEAPORAEXISTING CROSS TO TRANSITION TRAFFIC IIP TO �'R"• enaa.a„ 43 INFORMATION 1 MISCELLANEOUS OR STREET EORT DRIVEWAY PAVEMENT. Ni Q!/21/2018 ADDENDUM 1 SEE TRAFFIC CONTROL DETAILS SHEET FCR DETAILS. S S 410 0 dill • LEGEND ^p [./././// PE �j��/�L RMANENNTIONT PAVEIENT TRUC FROM PREVIWS. ........ ...... ... .... ... ......... FROM PREVIOUS :�.�.� TEMPORARY PAVEMENT PHASE PHASE .�� CONSTRUCTION SI-I M _ i PROP FAST TRACK CAN: 30'%30''-' L) FROM PREVIOUS ¢ A PAVEMENT CONSTRUCT[ON PHASE HD '_= CUT i RESTORE SW16-7P sarn O ® PAVEMENT SHOULDER J07X111' k. WATER BALLASTED BARRIER ENOSTORM SERER TRUNXLINE A FROM PREVIOUS PHASE STA 1®37.91 DIRECTION Of (MIONES RANCH RD END "•”= EXISTING TRAFFIC 8o e_ W 7Y► STA 160.2/ ^091- P • mu EXIST ROB QQAINy6.�B® ST6 SEE MOTE 2 T SIGN SEE NOTE 2 ' A 111 A a,ASEE NOTE 2 •:. •:.: H TYPE III BARRICADE t IBT•B�BT• B1� B!• tmI WO. mt « .. : O r + 1-__ .........."...'"777'1•1111011111111,11M111111 •7•w'_. 4__-.=.�L •G PORTABLE CHANGEABLE MESSAGE SIGN In - � '-�-- -12;711=o11.4i0/1W11-.-i �•-9f: .41.iir41.1 -.w�_-^-ain.�:o�ik�i.+.w�.�1-1� v INLET 'PI►.+I4NP.�P r �4rs�w�a� r'' 4Ps.,•AaTe�.- _.. rIAT �.�:� _ �� 15 'MROW N ®�.r.,Aftiir � y) - TEMPORARY DITCH ,� � SEE NOTE 2 ENO COL STA 61.00 ':� �J PERMANENT DITCH s' s O + LOW PROFILE CONCRETE BARRIER 7 �.y(o•��[�L'� 1 t~i 3 LF PC STA 161.71 �'%�' "" A CB1-4R i SEE NOTE 2 4.04' LT R•24{0' _ WK 244 PAV NIR Rk7OV IY)/'/SLDI ® WX ZN PAV NRR REIM I1147ISLDI F ]6'%x• S © BN ZN PAR MX FEMIOV MVI/'1007) 24'%12" AHED 03-1G 5 i HUGHES RANCH RD 3{7X6• BRYAN Cl ;R 0 W%ZN PAV MX ROAM /44)4'1DOT) 100' PROP RON I D3-IG Hughes Ranch Rd ® BN ZN PAP NM REMOV Ir)4'IMX) 8 73'%12 W I gI 1 \ ® N%ZN PAY MN MON IR)4'1OM1 S E W 10' 10' 4' 7.5' 2S' RI-I STOP © WH ZN PAV MR REMOV IRIB'ISLDI LANE LANE 30•%30• 1 m 1 --- / ® NN ZZN PARAR MF MEM IY12/'ISLO1 l i 3.1 W 0 WX ZN PAY MX REM IW124'ISL0/ --- -- EXIST PAY MX TO REMAIN SECTION A-A O.--CONSTRUCT PORTIONS OF I. (E) BN ZN PAR MX R mP IBI/ARROW/ STORY MEN TIIIMLIRE MIN ZN PAR M%REAMV 111)WORD) MIGW :1:g0. NTS AS SMONN �.��- _..N 0 50 1 0 SPEED - BEGINODBL LIMIT R2-1 .__PROP. ` `` I SCALER I" • 100' STA I{448 END® 3 O 24'%30' -- STA 773.6 1„OF„, �. ....BEGIN QDBL •.4*r -.. � SEE NOTE 2 STA 173.74 -t••'' I CUT 6 RESTORING PAY IASPHI 8 R•2uo' 46 SY IKE NOTE 31 RITYPI 1 *. *� nIIILW STAIR{T•2{ 1� PT STA 172•87 ElD DEC - • TTP o •• ERIC N. LILA ., • 10 SEE NOTE 1 4.00' LT '{ ' STA 72.97 .60 r i7". 107502 W: i .'1010' O DBL •� - o - . o (M1011ES RANCH RO \\ r o••(;�N5EO.•`i_ II in lalaletaffimgmanMEMENIMMIEU II MIMS WillkWt. ari011111101111,04-t) ..y..:" ,. .... EXIST Illjak _ J_ /////®/®I�� Bl� }88880 =-:. row 6/21/201. e• i r` A� ds' o�i1' .... it /I ��\d e' ..- V .. PC STA I{6N7 I 142;174,107/01 1 MM�� E%IST IFRON1:4914 1 LF BEGIN aim '•w'��•,� '^'•" •, PT STA 165H1 STA 1 .01 G 8.76' LT 5.36' LT PT STA 167.67 - STA 73.27 N.�. BEGIN® a 3.111' LT R.2366' SEE 'TRAFFIC CONTROL PLAN 7" STA 174.44 NOTES PC STA 1{7.72 HUGHES RANCH RD AT BROORNEY ST' '.. '.. .. '"GIT 16 4.00' LT FAN DETOUR INFORMATION ' 1. ARC NOT ACCESS TO DRIVEWAYS CON RANDET CROSS STREETS THAT 03-10 re ARE NOT USING FAST TRACE CONCRETE AT ALL TIMES USING 41". I BROOKNEY 11 TM RAY ROADWAY INTERSECTION PMSINO AND CONSTRUCTION :, City Of Pea and,Texas i ,•,.,, F• ,L .�•s .�I S • 'S °;;;,%4 H hes Ranch Rd 5 L? HUGHES RANCH ROAD $ 2. CLOPLETEDORE%STINGLCROSSTSTRICTIOR DRIVEWAY PAYMENT. I ti SEE MISCELLANEOUS TRAFFIC CONEROL DETAILS SHEETFORDETAILS. in-' (C,Elr OP TRTAFFIC CONTROL PLAN 30'%30' I. PHASE 2 T 3. SEE MISCELLANEOUS TRAFFIC CONTROL DETAILS FOR CUT i RESTORE a •of r DETAILS. / .................•L4„"' 44 1 Q 0..:NVp1A °' ya Q 8/21/2018 ADDENDUM 1 M•^: '"''p s END LEGENQ STA W.l•SO V1/21 j/J PERMANENT PAVEMENT r /I CONSTRUCTION ow soon PNASE PREVIOUS I LINDA U IZI =/K 10P TEWORARY PAVEMENT FROA PREVIOUS SPEED a a CONSTRUCTION SEE.TRAFFIC CONTROL PLAN H •hes Ranch Rd PHASE LIMIT PROP FAST TRACK CCNC HUGHES RANCH RD AT R STERLING SEE'TRAFFIC CONTROL PLAN 3 p n PAVEMENT CONSTRUCTION OR'FOR DETOUR INFORMATION FROM PREVIOUS PNASE - LAK ES RANCH RD AT CRUSTAL CUT L RESTORE STOP LAKE CIRCLE.FOR DETOUREl ® PAYEIENT \ KM® STORM KKR TRUNRLINE If LF STA 101011 SEE NOTE i DEGIN DEGIN®DSTA IT® K S{ DEGIN®DK 18343]TA 1{JJ ♦m DIRECTION of STA 1{141$ E%ISTING TRAFFIC f11D OK DEGIN®DK - 3 21 LF BEGIN OCR R/Tr 2 O. -�A STA 177.01 STA MOM () (NOW DK '� STA If]•N • DMA E HUGHES RANCH RD O 4 PROP ROW STA 1.2{ I ].01' LT p " SIGN ■ ■ ,% Ifff .. L— BARRICADE 8 ifflegalifilariE 1711=WIAll r a. m PORTABLED. CHANOEAKE MESSAGE SIGN 17 litlitite ~ r7U18►—Wi 'Mita ;;Piffifff. �f: f,Y' .... TEAPORART PERMANENT DITCH 1 .. =/ - -- - - A v I -- ePzROP 808 4/��11■�nrir■■Ir �! iViffa' S PE N ITCH CRYSTAL SGINDIIALL i U LOW PROFILE CONCRETE HARRIER ' 03-1G SEE NOTE 2 4111'STAL LAKE°' 60'%!• ® RE ZN PAR MK REIov pl1'ISLDI R'JO STERLING" 12•X9• PROP SOIAORALL , ®(i1T1 & Hughes Ranch Rd 72.X02, um let oft CRYSTAL LAKE CIRCLE Hughes Ranch Rd 03-IG2•._.---A. ® DR ZN PAR MRK REAM /nP1SLOt S ITA 1i1.] V STA`T'2.$R ® ii•1]Ir SCT © O`ZN PAR WK ROAN m4'(SOI1 RI-1 END® .....® RI-I SPEED ® R%ZN PAY WE REIHV 1D11•(Doll STOP �•%.• STA Tf2•,1 STOP 30*30• N2-I LIMIT © ex ZN PAR MRK REIDY IYI47(N1K, iiu R 21'%30• WR READY 1111'(DRE) ' I. E HUGHES RANCH RD 2 p 1R ZN PAR I 57-IT0 RR ZN PAR WE REMOV 1R117(SLO) O. VARIES 110' -130' PROP RCN 21•X11' 01214 1 ® IK ZN PAR MR ROM (512/•ISLDI S1-IA I I 1 w• lo• r t.s• as. _ z1•%1o•�W (D WK ZN PAR WR NENDV (1121'ISL01 ENO® LANE LANE 1 Q E%1ST FAR WK TO REMAIN STA 1{1.41 ® KE ZN PAR WE REAM IRI(ARRo111 IHILLHOUSE" I _ ', _ - __ ® KR ZN IAV 771====imwm.... IRl(KORDIH .hes Ranch RdOso00SECTION A-A I' 100' FROM PREVIOUS STOP 2 SEOIN® NTS • PHASE STA 110.00 -7.,,�F.4,- IN KGIN®OK CUT A RESTORING PAR (ASPM) Del =*; 9211( L, STA Iw•20 20 SY :1;• 3' SEE MOTE 3E HUGHES RANCH RD - GIN® END LIC■R/TY 2 END®OK I) STA 117 S , p STA IQ•1] STA Iq.36 :'. PROF ROW `. G •1 E,,,,75.02,......:;) 8O V'p ., 0 ].01' LT # 6'.�0 ; 'a OV F o•.(O�ENSE e&-7 P. 1// �� w Tr1`_ .. EXIST..ROIT o .. 14 M `'` A N �,T' /'/ ,/J ,r _ IF f !✓!/ y// //... /�/ // 1111 8 .:-/7,777-- f/ 7/// //7///77777,7 i. ._ //'./f/2 ////!//// ////f/ //f/f�// 7..4.........._...........mno1E 1y f 't DEGIN LPCS INTI 2 EXIST ROR (EOM A DK S s . , _.... STA 1/2.40 ea®oft. STA IfON 7 6:114N11 ]:01".tT STA I114:7 I• , EID a f13 SCT PROP SO NIXIALL F NOTES. STA If{•f Y 21•KP City of Pea and,Texas SPEED 1. MAINTAIN ACCESS TO DRIVEWAYS AND CROSS STREETS THAT RRZ_I LIMIT ARE NOT USING FAST TRACK CONCRETE AT ALL TIMES USING HUGNESRANCNROAD 710 RAY ROADWAY INTERSECTION PHASING AND CONSTRUCTION 21'X30' SEOIENCE FON MISCELLANEOUS DRIVES STANDARDS. 2 0 TRAFFIC CONTROL PLAN SI-1A 2. PLACE TE1PO1ARY ASPHALT TO.TRANSITION TRAFFIC V TO PHASE C 3 j(Zj■/ I SEE EIELETED O1 EXISTING CROSS STREET OK DRIVEWAY PAVEMENT. SEF7 1 OF 1 21•X10' y � SMISCELLANEOUS TRAFFIC CONTROL DETAILS SHEET FOR DETAILS. w.. -...o, secr Si". ST-1T Oam21•X19• 3. SEE MISCELLANEOUS TRAFFIC CONTROL DETAILS FOR WT Or RESTORE w. 11151/2015 OIOn a1NN" 45 DETAILS. Q 8/21/2018 ADDENDUM 1 ceee CR 100 • 0 0 • 411 41111 6'0-OR IMA 6.0-001 MAK TY-0 ro64-22 CONI SIDEWALK (4.) TY-0 P064-22 TCM EXIST GRADE TCN EXIST GRADE TCN EXIST GRADE REGULAR BACKFILL REGULAR BACKFILL REGULAR BACKFILL SEE'BEDDING i BACKFILL SEE•BEDDING S BACKFILL SEE'BEDDING 6 BACKFILL STORY SEWER STANDARD STOP SEVER STANDARD STORM SEWER STANDARD DETAILS'SHEET FOR PIPE DETAILS'SHEET FOR PIPE DETAILS'SHEET FOR PIPE BEDDING DETAIL BEDDING DETAIL BEDDING DETAIL Y TEMPORARY OR PROPOSED TEMPORARY OR PROPOSED !n PIPE DIAMETER VARIES TEMPORARY CP PROPOSED PIPE DIAMETER VARIES pIPE DIAMETER VARIES $ : ° c . . .CNT STABILIZED BACKFILLCEMENT STABILIZED BACKFILL CEMENT STABILIZED BACKFILL i / / / yF s N CUT AND RESTORE DETAIL CUT AND RESTORE DETAIL CUT AND RESTORE DETAIL ASPHALT PAVEMENT DRIVEWAY CONCRETE SIDEWALK ASPHALT PAVEMENT MORES RANCH RDI e NTS NTS NTS g S Id Q SUMMARY OF TEMPORARY ASPHALT TRANSITIONS AT SIDE STREETS AND DRIVEWAYS Qi 8/21/2018 ADDENDUM 1 02741 02220 PHASE LOCATION WIDTH LENGTH TRANSITION D-GR MM PHASE REMOVING INSTALLED HEIGHT TY-0 REMOVED STAB BASE : pSE of rfkgs TEMPORARY ORATE INLET SUMMARY PG64-22 AND ASPM PAV "MSUMMARY '•';A. :*.' Ai I1"-22.1 I1"-22.1 a ERIC N. 110 ' ' FT FT IN SY SY ' INLET STATION LENGTH (FT) WIDTH (FT) , 107502 ;•W� 2 DRIVEWAY 4-STA 105.26.81 12 45 I B 63 3 63 o'•, p y_ 2 DRIVEWAY 5-STA 110.25.78 IB 43 22 B9 3 89 l�'n.a�� C A22 STA 102.05.00 LT 5.0 x 6.0 M7pN A20_ STA 104.47.00 LT _ 5.0 x 4.0 2 DRIVEWAY 6-STA 113.52.08 16 70 19 122 3 122 11, AI9 STA 104.47.00 RT 5.0 x 6.0 2 HARRINGTON DR 4 85 2 34 3 34 — � ! AIB STA 107.16.50 LT 5.0 x 3.5 2 MILLER RANCH RD 8 85 7 76 3 76 All STA 107.16.50 RT 5.0 x 5.5 2 SOUTH HAMPTON DR 7 130 5 101 3 101 6/21/2016 g A15 STA 109.63.00 RT 5.0 x 3.0 2 DRIVEWAY 7-STA 154.23.65 8 70 6 64 3 64 ligi ,�M''"'..•...,,.,m.......m A14 STA 112.63.00 LT 5.0 x 3.0 2 DRIVEWAY 8-STA 156.93.23 9 70 7 73 3 73 ....."`+"'W-. 7 All STA 115.22.50 RT 5.0 x 4.0 2 BRYAN CT II 70 8 88 3 88 1 A10 STA 118.63.00 LT 5.0 x 4.0 i l A6 STA 124.63.00 LT 5.0 x 4.0 2 DRIVEWAY 9-STA 159.23.18 10 30 10 33 3 33 1 A2 STA 130.63.00 LT 5.0 x _ 3.5 2 DRIVEWAY 10-STA 160.12.08 7 62 II 48 3 48 4 �V1 . b f BW7 STA 145.63.00 LT 5.0 x 5.0 2 DRIVEWAY 13-STA 164.60.36 12 48 II 61 3 61 2 BROOKNEY ST 6 70 4 47 3 47 2 DRIVEWAY 15-STA 175.82.49 6 50 11 35 3 35 City of Pea and,Texas Y 2 W STERLING DR II 90 10 108 3 108 HUGHES RANCH ROAD 1 2 DRIVEWAY 18-STA 180.78.83 19 51 II 109 3 109 MISCELLANEOUS : TRAFFIC CONTROL 3 DETAILS a11KKJ 1 0f 1 SnEET /11 �.1,A,. 'CA W] 74 - • -AV— __ill .. . Pre-Bid Siqn-In Sheet �o‘ `. �f��l� Hughes Ranch Road Project 40( `' o From Smith Ranch Rd. to Cullen Blvd. f'EAR,LA,ND COP Project#TRI201, TxDOT CSJ #0912-31-311 ti — August August 16, 2018 est. i aga http.//pearlandbcgov/departments/enaineerina-and-capital-projects/projects Name (Print) Company Phone Number FAX Number Email Li lSCAil1 65kkit,011 C-f, of T ec d C4v1 aI. (J L •1 -5'. Leoskini 4,mi ctVee.t6 -ty.p,1 P\berio Basgw2 D.AB&cwt5 713- 8502-9351 albosq Cidabra &rv:ti) 1A)i.1541--/ 24arfe,eBrAelf 'o - 713-813 -y.1 J b;drC•� ',Acted)r o. �o.++1/4_ 3 &AAAVI" 1.- EL COQ 240S2.rl,o , 11EF(a� Ear/andy-X. 0v P Ce0 i e 4 ARa2. e.Kne. -21.s.-?„4-c?,-,ely ,,,,e4e4, ,...„, y iy `frI(& caaasr 911- WI- 3315 PaLYS e r can 1t. . corn ErevtA- S'p 0(AY1 Pv tce.., h +.,mac.93 2,-7gs—Pas 65Pr,,aol e rut;cQ, 6.4 4s, CoisTiovl Mayr-J frical-mc,41 )61,w, 713-67C`37i4) eAtli. m 1 i1 Qcivill.col 27 Alevi —fil,ssl ( Y-Ddr (7/3) , 2-5r►S— 5tAt;•AbN ss•t-1' '6/14W a-ro. - (��-- -- Tr TO_5Cef U C S Al•- 024-3' q es-fu ttn��o(�ser� cces(��t�t 4.44 come4.4g Ce mrs.Q. G.i.s.i-. 713-437-308( {iriartWaltraal ter(-coz, J - AV4 Ni-r J Awl j�� c. 4561- O- 35ao �4vAd.S'Y' @ �z%vi c a,-� IT•Ayre&seA1 49 ft...C•P SEM7/ 3 721).' limy 1) . i?�26 ,p L z ' : Ql o Aille 41415 aV' G7(-J707/ Kyno f%jdntr l44rdguS• Com'-, Admin 1 of 2 4.Revised 7/25/08 Name (Print) Company Phone Number FAX Number Email \,,A/U.�e_`l ea-r 1 c{,C co.,e A. 1 to- -$9?--.2-3,53, ? -cf(a(v -Cinf ck@ 4r Le c s ,Cv,A-t 4 A (....r P$ct--L. j41",ES66 ; 'C 51..:- -5'0IL'Z vviampfjFiLL QAltiZA ► .wt, I, n - er C OP 28I to ,-75( -1-t aero ic -1x- 0e 0 4 7 dl 6 r i5z- -op-1147 Ja( >✓�4phLy z.�r•cei .eok.(_ -j A.rdG 4 :c." Co.,41-. Z-47 3 -2/00 `7-4-1-S.1' /e g r`t c 3c4 r C o ,NA.r to c.-4'.0 e1 . n i- . s .46--Ir 41.4k, 6 - e. wsb.y a 2 g\-ftbb---S►,ivk L,vti�.c.ap�`)3 c 1 Z .c.�-r..,� 'QA/k, S1 -e .0. Abc2,Wtc 7e 1-ssO-C ) �C b,Arc-3e C ylzbr . coy----_____ So'[.(4Ae. 11.Ac) , 0. P )5 -)- S---Ottl :\0[1-toQftexr 1*-clilt _1DV *To be included in consultants meeting minutes *Consultant can add incorporate their information to bring to meetings Admin 2 of 2 4.Revised 7/25/08 • • 4111 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO. 2 Date: August 27, 2018 PROJECT: Hughes Ranch Road- From Smith Ranch Rd to Cullen Blvd; COP Project# TR1201; TxDOT CSJ 0912-31-311 BID NO.: 0418-33 BID DATE: September 13, 2018; 2:00 pm FROM: Matthew Brannen, P.E. Senior Project Manager BGE, Inc. 10777 Westheimer, Suite 400, Houston, Texas 77042 To: Prospective Bidders and Interested Parties This addendum forms a part of the bidding documents and will be incorporated into the Contract Documents, as applicable. Insofar as the original Contract Documents, Specifications, and Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this Addendum on the Bid Proposal form, Section 00300 submitted to the City of Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION. CONTRACT DOCUMENTS: Section 00100 - Replaced in its entirety Revised date electronic bids will be accepted until 2:00 pm, Thursday, September 13, 2018 SPECIFICATIONS: N/A CONSTRUCTION DRAWINGS: N/A OTHER: Questions regarding the project plans or proposal documents must be submitted in writing by 12:00 pm/noon Friday, August 31, 2018 to ebids@pearlandtx.gov. 2-22-12 00900- 1 of 2 CITY OF PEARLAND ADDENDUM All questions must be submitted in writing to receive a response. Verbal and emailed questions will not be answered. Any questions that have been submitted via emails but not previously addressed in Addendum 1 must be re-submitted at ebidsaDearlandtx.gov. A response will be provided in Addendum 3. END OF ADDENDUM NO. 2 Matthew Brannen, P.E. c).• �F Te•Xgs • •Senior Project Manager f� =*0 e MATTHEW BRANNEN p: 90868 • �� /(FSS /CENS� `v.. I' 'ONAL 8/27/2018 2-22-12 00900-2 of 2 CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEARLAND, TEXAS LOWEST RESPONSIBLE BIDDER Sealed Electronic Bids will be accepted for the following project, in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https://pearland.ionwave.net/Login.aspx. All interested Bidders are required to register as a "supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration". Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services,New(Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) * Construction Services, Heavy(Includes Maintenance and Repair Services) * Construction Services, Trade (New Construction) For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions regarding electronic bidding should be directed to City Purchasing Officer at ebids,c,pearlandtx.gov. All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, City Hall Annex located at 3523 Liberty Drive, Pearland, Texas 77581. Electronic bids will be accepted until 2:00 p.m., Thursday September 13, 2018. All Bids shall reference the following project information in the appropriate locations in provided electronic format. All properly submitted bids shall be publicly "opened" and read aloud into the public record following the closing of the acceptance period for the construction of: Hughes Ranch Rd (CR 403),Limits: From Smith Ranch Road to Cullen Blvd City of Pearland, Texas COP PN: TR1201 BID NO.: 0418-33 A mandatory pre-bid conference will be held at the City of Pearland City Hall Annex at 3523 Liberty Drive, Pearland, Texas 77581 at 3:00 p.m. on August, 16, 2018. The project will entail the reconstruction of Hughes Ranch Road from Smith Ranch Road to Cullen Boulevard, and will include going from a two-lane open ditch roadway to a four-lane roadway with curbs, medians, underground storm, illumination, installation of a sound barrier, and mixed- use walking paths on the north and south sides of Hughes Ranch Road. 7-2018 00100- 1 of 4 11 CITY OF PEARLAND INVITATION TO BID Upon award of a contract, the successful Bidder will be required to utilize the City's web based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to,all transmittals and material submittals,RFI's,RFC's,Change Orders, Applications for Payment and all project communications with the City, its Construction Manager and Engineer. This system has certain hardware, internet access and operation requirements that form the basis for all project communications,documentation and records for the project.For more information, see INSTRUCTIONS TO BIDDERS, Section 00200. Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https://pearland.ionwave.net/Login.aspx upon registration. The documents are NOT viewable without registration. These same documents are also available at the following locations. Amtek Plan Room (713) 956-0100 4001 Sherwood Houston, TX 77092 The Associated General Contractors of America, Inc. (713) 334-7100 2400 Augusta, Suite 350 Houston, TX 77057 Virtual Builders Exchange (832) 613-0201 7035 W. Tidwell Building J, Suite 112 Houston, TX 77092 McGrawHill Construction—Dodge Reports 1-800-393-6343 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System. BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein, all references to"day(s)" shall mean calendar day(s). Bid Security and Bonds: Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall 7-2018 00100-2 of 4 12 CITY OF PEARLAND INVITATION TO BID be delivered to: Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive, Pearland, Texas 77581. The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent (100%) of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of"Treasury Department Circular No. 570", naming the City of Pearland, Texas as Obligee. Additionally, the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color, religion, sex, or national origin. The contractor, sub-recipient, or sub-contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this agreement, which may result in the termination of this agreement or such other remedy as the recipient deems appropriate. Nondiscrimination: The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal: The Disadvantaged Business Enterprise(DBE)goal for this project is 6.5%. The Small Business Enterprise (SBE) goal for this project is 0.0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Selection Criteria: The Contract is to be awarded on the basis of Lowest Responsible Bidder. In identifying this criteria the City will consider: 1) lowest total bid price for all work listed and specifically requested, including but not limited to: Base Bid, Extra Work items and selected Alternates. The City of Pearland reserves the right to award a contract based on any combination of the above considered to be in its best interests or to reject any or all bids. A bid that has been"opened"may not be changed for the purposes of correcting an error in the bid price. Young Lorfing, TRMC City Secretary, 7-2018 00100-3 of 4 13 CITY OF PEARLAND INVITATION TO BID City of Pearland First Publication date August 8, 2018 Second Publication date August 15, 2018 7-2018 00100-4 of 4 14 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO. 3 Date: September 06, 2018 PROJECT: Hughes Ranch Road- From Smith Ranch Rd to Cullen Blvd; COP Project# TR 1201; TxDOT CSJ 0912-31-311 BID NO.: 0418-33 BID DATE: September 13, 2018; 2:00 pm FROM: Matthew Brannen, P.E. Senior Project Manager BGE, Inc. 10777 Westheimer, Suite 400, Houston, Texas 77042 To: Prospective Bidders and Interested Parties This addendum forms a part of the bidding documents and will be incorporated into the Contract Documents, as applicable. Insofar as the original Contract Documents, Specifications, and Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this Addendum on the Bid Proposal form, Section 00300 submitted to the City of Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION. CONTRACT DOCUMENTS: Section 00010-T Table of Contents-Replaced in its entirety Added additional page 60A under Section 00300 Bid Proposal Section 00015 List of Drawings-Replaced in its entirety Removed CRCP(1)-17 standard sheets -plan sheets 146-147 Removed CRCP-HS (Houston District) standard sheets -plan sheets 148-149 Added JRCP(Houston District) standard sheets -numbered as plan sheets 146-147 Section 00300 Bid Proposal Part B -Replaced in its entirety Multiple bid item, quantity, and item description changes as shown in revised plan sheets Section 00500 Standard Form of Agreement- replaced in its entirety Article 2. Engineer-remaining part of sentence after Engineer's information was removed Q: Please confirm time limits and who is to submit bidders qualifications & Bid Bond. Section 00200, 7.2, states "Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the 2-22-12 00900- 1 of 10 CITY OF PEARLAND ADDENDUM Bid Opening." The Pre-Bid Meeting Agenda under item 5f states "three lowest bidders will be required to submit within 24 hours of bid opening." A: Per Section 00200, 7.2, original bid bonds only need to be submitted to the City from the two lowest bidders within 48 business hours of the Bid Opening. Q: Do you also require the bid bond from the 3 lowest bidders, as well as the Bidders Qualifications? A: Per section 00200,4.1, bidder's should be prepared to submit qualifications within in two (2) days of Owner's request. Q: The Buy American certification on page 65 of the Project Manual is also not listed on the Bid Proposal checklist, but it is listed under the bidding requirements on the Table of Contents. A: This document is required to be submitted. Q: The Insurance Requirements limit the Contractor's retentions and/or deductibles to $25,000. Our insurance program is based on large policy limits $5-$10 million and with retentions of $330,000 for our WC, CGL and AL policies. Do we need to have these limits approved prior to submitting our proposal? And if so, how does that process work? The proposal documents simply indicate that the Contractor must receive written approval. A: Limits do not need to be approved prior to bid submittal. This will be evaluated at the time the contract is being awarded to potential bidders. Q: On the bid documents it lists 3967 SY of Landscape Pavers. I can find no reference in the plan that denotes where they are or style or color. A: The pavers are located in between the back of curb and the sidewalk along both sides of the roadway as shown on the Proposed Typical Sections sheets and on the Sidewalk Details plan sheet 139. The pavers shall consist of Pavestone Holland 4x8 60MM, standard finish, color: red river, herringbone pattern or other approved equal. Plan sheet 139 has been updated to include this additional information. Q: What is the difference between bid item 1.2 and 1.4? A: Line 1.2 should not be used and will be removed. Q: Bid item 8.27 should be paint not thermoplastic. Thermoplastic will not stick to the vertical part of a curb. Also the item should be by the linear foot and not by the each, especially if this includes turn lane curbs and not just median noses. A: The 2 items related to pavement markers along the vertical part of the curb have been changed to TY II marking materials "Traffic Paint" (item 666 6212 REFL PAV MRK TY II (Y) 12" (SLD) and item 666 6217 REFL PAV MRK TY II (Y)(MED NOSE). As shown in the plans, the first item is for payment along the turn lane curbs by the LF and the second item is at the median noses by the EA. The median noses are all similar length,and measurement by the EA comforms to how TxDOT specifies this bid item be measured. Q: Addendum 1,page 00900—3 of 6 answered the following question regarding a Debarment Certification: "Previous Question: There is not a form provided to certify. Do we add a signature line to page 225,and does it need to be notarized, or is the certification implied when the bid proposal is signed in section 300? Previous Answer: Print downloadable form from debarred vendor list." Please provide either the form or the location of said form as we are not able to find it. 2-22-12 00900-2 of 10 CITY OF PEARLAND ADDENDUM A: https://hhs.texas.gov/sites/default/files/documents/laws- regulations/forms/H2O46/debarsuspension.pdf Q: Addendum 1, page 00900—3 of 6 answered the following question regarding a Field Office: "Previous Question: Will the city require field offices? Previous Answer: Yes. Section 00800 requires field office. Please also refer to the Project Manual" Section 00800 in part states: "General Notes: Section 01500 Temporary Facilities requires CONTRACTOR to provide high speed internet access in the Field Office. BIDDER is Required to provide either a Field Office or any internet access for this project. All other requirements remain and will be required per the section." Please clarify the conflict regarding a field office for the City. A: Successful bidder is required to provide a field office with high speed internet access. SPECIFICATIONS: Q: The embankment bid item(02330) 1.01-A references "construction of embankments with excess excavated material and borrow", then section B references Section 02255 that states all the different kind of classes of soils and fills. Which type of fill will be required to make embankment for the roadway? A: The embankment material was revised to TxDOT Item 132-6006 EMBANKMENT (FINAL)(DENS CONT)(TY C) in Addendum 1. Q: We have tried to download the 02220—Site Demolition specification from the City of Pearland website. https://www.pearlandtx.gov/departments/engineering-and-capital- proj ects/engineering/standard-construction-documents/division-02 The above link gives us the standard specification for 02200—Site Preparation. Can this link be corrected or the specification issued as part of an addendum? A: The link has been corrected to display City specification 02220 - Site Demolition. Q. The specification for Cement Stabilized Backfill both for Pipe and Inlets/MH's references Pearland Spec 2252. The measurement and payment description conflicts with this type of work, saying it's incidental to the pipe & box items unless it's an"extra work item". Should these two items reference TxDOT spec 400-6005? A: The cement stabilized backfill for pipes and inlets/manholes will conform to specification 02252 and be paid for as extra/separate bid items as indicated in the Summary of Storm Sewer Quantities. Measurement and payment will be by the TON as stated in specification 02252 section 1.02 B. CONSTRUCTION DRAWINGS: Plan sheet 2 -Replaced in its entirety Removed standard sheets CRCP(1)-17 Removed standard sheets CRCP-HS Added standard sheets JRCP Plan sheet 18 -Replaced in its entirety Added item 02710 ASPHALT STAB BASE(GR 2)(PG 64)(1"-22") by the TON 2-22-12 00900-3 of 10 CITY OF PEARLAND ADDENDUM Removed item 02741 D-GR HMA TY-D PG64-22 (1"-22") by the SY Plan sheet 19 -Replaced in its entirety Revised item 132 6006 EMBANKMENT(FINAL)(DENS CONT)(TY C)quantity Revised item 02315 EXCAVATION (DETENTION POND)quantity Revised item 02316 EXCAVATION (ROADWAY)quantity Revised item 02335 LIME(HYD, COM, OR QK(SLURRY) ) description to 02335 LIME (CLASS A) Revised item 02335 LIME TRT(EXST MATL)(8") quantity Revised item 02751 CONC PAV (JOINT REINF)(10") quantity and added note. All JRCP not in fast track pavement locations shall follow the City of Pearland's standard details for paving. Plan sheet 20 - Replaced in its entirety Revised item 360 6043 CONC PVMT(CONT REINF)(FAST TRK)(13") quantity and added note. Fast track concrete pavement only shall follow TxDOT CRCP-FT and JRCP standard details. Plan sheet 22 -Replaced in its entirety Revised item 02252 CEM STABIL SAND BKFL quantity Revised item 02629 SET(TY II)(12 IN)(RCP)(6:1)(P) quantity Revised item 02630 CONC BOX CULV(6 FT X 3 FT) quantity to match plans Plan sheet 23 -Replaced in its entirety Revised item 02630 RC PIPE(CL III)(12 IN) quantity Revised item 02630 RC PIPE(CL III)(18 IN) quantity Revised item 02630 RC PIPE(ELLIP)(CL III)(DES 2)quantity Revised item 02631 WINGWALL (PW)(HW=4 FT) description to 02631 WINGWALL (PW- 1)(HW=4 FT) Plan sheet 25 -Replaced in its entirety Removed item 666 6141 REFL PAV MRK TY I (Y) 12" (SLD)(100 MIL) Removed item 666 6156 REFL PAV MRK TY I (Y)(MED NOSE)(100 MIL) Added item 666 6212 REFL PAV MRK TY II (Y) 12" (SLD) Added item 666 6217 REFL PAV MRK TY II (Y)(MED NOSE) Plan sheet 29 -Replaced in its entirety Added note stating that information on sheet is for Contractor's information only. Payment for relocation of existing large sign shall be paid for under item 647 6002 RELOCATE LRSA, which has been added to Bid Proposal Part B. Item 647 6001 INSTALL LRSS (STRUCT STEEL)and item 416 6015 DRILL SHAFT(NON- REINFORCED)(12 IN)are now for Contractor's information only and have been removed from Bid Proposal Part B. Plan sheet 31 -Replaced in its entirety Revised item 02441 BORE AND SLEEVE description to 02441 BORE AND SLEEVE(6") Revised item 02480 LIVE OAK(65 GAL)quantity Added 5 tree bid items Revised bid items and quantities for shrubs and groundcover Added item for root barrier 2-22-12 00900-4 of 10 CITY OF PEARLAND ADDENDUM Plan sheet 35 -Replaced in its entirety Revised note to state relocation of existing large sign is a temporary relocation in Phase 1. Plan sheets 36-37- Replaced in its entirety Added temporary ditch information Plan sheet 38 -Replaced in its entirety Revised temporary pipe and connection and added note 4. Plan sheet 44 -Replaced in its entirety Revised Bryan Ct intersection to fast track concrete pavement and revised note 1. Plan sheet 52 - Replaced in its entirety Revised pipe and connection and added note 3. Plan sheet 53 - Replaced in its entirety Revised Linda Ln intersection to fast track concrete pavement and revised note 1. Plan sheet 74-Replaced in its entirety Added item 02710 ASPHALT STAB BASE(GR 2)(PG 64)(1"-22") by the TON Removed item 02741 D-GR HMA TY-D PG64-22 (1"-22")by the SY Plan sheets 120-123 - Replaced in its entirety Revised Bryan Ct and Linda Ln intersections to fast track concrete pavement Plan sheet 139 -Replaced in its entirety Added paver information Revised sidewalk details to conform with City of Pearland's standard details for sidewalk Plan sheets 146-147- Replaced in its entirety Removed standard sheets CRCP(1)-17 Added standard sheets JRCP Plan sheets 148-149- Removed in its entirety Removed standard sheets CRCP-HS Plan sheet 209-Replaced in its entirety Revised outfall culvert call out to match bid item Plan sheet 210-Replaced in its entirety Revised infall offset Plan sheet 211 -Replaced in its entirety Revised detention pond outfall station, offset, and lengths Revised 5'x 2' box lengths Revised proposed headwall call out to match bid item Revised driveway culvert call outs to 18" RCP Added missing driveway culvert call outs 2-22-12 00900-5 of 10 CITY OF PEARLAND ADDENDUM Plan sheet 212 -Replaced in its entirety Revised ditch stations and offsets Plan sheet 214 - Replaced in its entirety Added additional wingwall information Plan sheet 216 -Replaced in its entirety Removed headwall Revised lateral lengths Plan sheet 220 -Replaced in its entirety Corrected 100 year WSE Revised detention pond outfall station, offset, and lengths Plan sheet 221 -Replaced in its entirety Added 100 year WSE Revised pond geometrics Plan sheets 222-225, 228-229 -Replaced in its entirety Added reinforcing steel tables Plan sheet 231 -Replaced in its entirety Added information for cement stabilized sand backfill at inlets and manholes Plan sheets 271-272- Replaced in its entirety Revised luminaire pole offsets on north side of Hughes Ranch Rd Plan sheet 282 -Replaced in its entirety Revised legend items K and L Added item K quantities at median opening Plan sheets 283-286- Replaced in its entirety Revised legend items K and L Plan sheets 362-381 - Replaced in its entirety Revised planting and irrigation layout Added and revised bid items and quantities Q: Traffic control plans call out water ballasted barrier, however,there is no pay item associated with this work. See drawing below. Please advise. A: Payment for water ballasted barrier, installation, removal, and all associated work is to be subsidiary to Item 502. See Traffic Control Plan Note #12 on plan sheet 32. Q: Can a table be provided for the reinforcing steel for the junction boxes? A: Reinforcing steel tables have been provided. Q: Is there a bid item missing for Headwall (CH-PW-A-0)on sheet 216 of the lateral layout? A: The headwall is no longer needed and has been removed from the sheet. 2-22-12 00900-6 of 10 CITY OF PEARLAND ADDENDUM Q: We are unable to find call out for the bid item 2631 Wing wall (PW)(HW=4ft) in the plan sheets. Could you please provide location for this wing wall? A: This item is for the wingwall at Outfall B shown on plan sheets 209 and 214. The bid item description has been updated and additional information has been provided for the wingwall on plan sheet 214. Q: Please verify quantity of detention ponds C and E for bid item 2315. We are getting about half the bid quantity. A: The detention pond excavation quantity has been revised for detention pond E. Q: There is no 7'x7' sign to be relocated as shown on plan sheet 35 &282 or will this sign be installed in conjunction to the SH 288 project prior to this project starting? If this sign will not be at this location then bid item will change to 2 and bid item 8.6 will not be needed. A: This sign is proposed to be installed by the current SH 288 project. Temporary relocation of this sign, if needed, as shown on sheet 35 shall be included in item 502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING. Permanent relocation of this sign as shown on sheet 282 is to be paid under item 647 6002 RELOCATE LRSA. Item 647 6001 INSTALL LRSS (STRUCT STEEL)and item 416 6015 DRILL SHAFT(NON- REINFORCED) (12 IN) are now shown for Contractor's information only. The bid item change from 3 EA to 2 EA as stated in the question above seems to be referring to item 644 6068 RELOCATE SM RD SN SUP & AM TY 10BWG. This item is unrelated to the large sign relocation and should be referred to on the Summary of Small Signs sheets. Q: Addendum sheet 74 specifies temporary asphalt transition be installed from 1"—22" depth with a Type D mix. In this companies experience variable depth asphalt items are always paid by the"Ton", especially on an item with such a spread in depth. The spread by the square yard is 1.2 Tn/SY @ 22" vs 0.05 Tn/SY @ 1". We request that this item be change to a tonnage unit of payment with depth to be verified by the inspector or engineer. A: Item 02741 D-GR HMA TY-D PG64-22 (1"-22") by the SY has been changed to 02710 ASPHALT STAB BASE (GR 2)(PG 64)(1"-22") by the TON. The asphalt base will be measured by the TON as a composite mixture of asphalt, aggregate, and additives using scales meeting the requirements of TxDOT Item 520 Weighing and Measuring Equpment. The inspector or engineer will verify depth and weight measurements. Q: The specified Ty D item is generally used as a paving machine laid surface mix. In this application with variable depth, and with a potential depth of 22"contractors would recommend using instead item 02710 Black Base. Black base has a larger aggregate and holds up better with temporary traffic. Additionally if held to using a paving machine it cannot lay in such narrow widths. Generally this material is laid and compacted using other equipment. A: The variable depth asphalt transitions have been revised to item 02710 ASPHALT STAB BASE(GR 2)(PG 64)(1"-22"). Contractor must maintain these transitions in good condition and keep the roadway clean at no additional expense to the City. Q: Traffic Control Plan Sheets in Phase 1 note 2 says for temporary asphalt pvmt the qty are included in item 02741. Should that note also mention item 02710"black base". A: The question seems to refer to an older version of note 2 in Phase 2, which had been revised in Addendum 1. Please see revised note. 2-22-12 00900-7 of 10 CITY OF PEARLAND ADDENDUM Q: Phase 3 Traffic Control Plan note 3 says use 8"asphalt but doesn't mention a pay item like the note in phase 1. It doesn't say whether it should be black base or type D. A: The 8" temporary asphalt is the same as what is shown in Phase 1 and is composed of 2" of 02741 D-GR HMA TY-D PG64-22 (2")over 6" of 02710 ASPHALT STAB BASE (GR 2)(PG 64)(6"). Corresponding quantities are shown on the Summary of Traffic Control Quantities in Phase 3. Q: The phase 1 installation of the water fill barriers do not have a pay item. Are they incidental to the Traffic, Barricades item 502-6001? A: Payment for water ballasted barrier, installation, removal, and all associated work is to be subsidiary to Item 502. See Traffic Control Plan Note #12 on plan sheet 32. Q: There are not pay items for Temporary Pipe and Temporary SETs. A: Pay items for temporary pipe and SETs had been previously included in the Summary of Traffic Control Quantities. There are very limited amounts of temporary pipe and SETs as shown in the traffic control plans. Most of the storm sewer shown to be built is the permanent storm sewer unless otherwise noted. The temporary grates shown to be installed in Phase 1 are on the permanent storm sewer inlets and will be removed in a later phase when the remaining portion of the permanent inlets are constructed. Q: Is the paving in phase 4 "turn lanes & cross overs"to be slip form or can they be hand poured? A: They can be hand poured. Q: Can the short temporary skips left in the mainlane concrete pvmt for residential access be hand poured? A: These areas can be hand poured. Q: Phase 4 cross overs do not show High Early Strength pvmt. Should they be? Not doing so would cut off one direction of travel from the other at all intersection. A: The typical pavement currently shown in the plans is sufficient. During construction of these, traffic wanting to cross over and make a left turn will need to U-turn at the next crossover section. As stated in the Phase 4 sheet notes, no 2 consecutive cross over sections shall be closed or constructed simultaneously. Each crossover should be constructed in a continual,timely manner and not closed any longer than required to construct this pavement. Q: Do the plans specify a particular type of backfill in the medians for planting. There is not an item for"prepared soil"or limits shown. A: See Section 02480, 2.01 H. Planting Backfill Mix. Q: What are the limits of the landscape pavers? As you reach an intersection the area between the sidewalk and curb move apart. Are the pavers to fill that entire gap? A: The landscape pavers are between the back of curb and sidewalk and include the entire gap at the intersections when the sidewalk and curb move apart. Q: An updated standard sheet for JRCP was not included in either of the 2 addendums. Normally the attached standard is what we have used for JRCP. Currently the plans only have CRCP standards which is about 3 times more rebar in the pavement. Please advise. A: For all concrete pavement,with the exception of the fast track concrete pavement, the City of Pearland's Paving Standard Details already included in the plans should be followed(plan sheets 2-22-12 00900-8 of 10 CITY OF PEARLAND ADDENDUM 141-142). The CRCP standards have been removed from the plans. Only fast track concrete pavement shall follow TxDOT standard sheets CRCP-FT and JRCP. Q: Does the City of Pearland want TXDOT Standard 80 MPH traffic poles or 100 MPH traffic poles? I also have a question about the finish. In the past, Pearland has asked for a black powder coated finish for decorative poles, will the same finish be needed? In the plans it states color"To be determined." A: 100 mph traffic poles are to be used. Include the black powder coated finish for the decorative poles. Q: The 14,028 SY item for"Removing Stab Base &Asphalt(8") specifies a depth of 8", however existing typical sheets show the asphalt is 3.5 - 8" and the base varies between 7-11" This item should indicate that the asphalt+base could be up to 10-19". A: The 14,028 SY under item 02220 REMOVING STAB BASE AND ASPH PAV (8") in the Summary of Traffic Control Quantities is for the removal of the 8" temporary pavement installed as shown in the traffic control plans. Removal of existing pavement is shown in a separate bid item 02220 REMOVING STAB BASE AND ASPH PAV (8"-20") under the Summary of Removal Quantities table. OTHER: Q: Can you send me the actual cross sections? A: Electronic cross sections have been included. These were inadvertently not uploaded to the system with Addendum 1. The cross sections have been revised from approximately STA 190+00 to the end project. The earthwork cross-section data provided is for non-construction purposes only and it is the responsibility of the prospective bidder to validate the enclosed data with the appropriate plans, specifications, and estimates for the projects. Q: Can cross sections be provided showing the cut/fill by STA? A: Cross sections have been provided by station but no cut and fill will be split out and provided for each station. Q: Is it possible to get the two .xsr files in a different format? Unable to open that file. A: The xsr files can be opened with the Notepad application. The proposed cross section XSR file has been updated based on the revised cross sections and will be available on the e-bid system. Q: There are numerous trees through out the ROW. Are they ALL to be removed? Are any to be protected? A: Yes, these are all to be removed. This work is to be included in PREP ROW. Q: There were questions from 2 contractors at the prebid asking if there were requirements for slip form paving on this project. Why was this not addressed in the Addendum? A: Slip form paving is required. Also, as stated in Addendum 2, these questions must have been submitted through the e-bid system to receive an answer. Q: In the prebid meeting It was said use pearland specs for paving. Is that for both concrete and rebar? Or should we use the rebar chart on sheet 146 for rebar? 2-22-12 00900-9 of 10 CITY OF PEARLAND ADDENDUM A: Use City of Pearland's specifications and Paving Standard Details (Boulevard Concrete Pavement) for concrete and rebar. The CRCP standards referred to on page 146 have been removed from the plans. The only exception is for fast track concrete pavement,which shall follow TxDOT standard sheets CRCP-FT and JRCP. END OF ADDENDUM NO. 3 Matthew Brannen, P.E. ��p�E.9 F TE.I'gSI• Senior Project Manager .7*; ��.• '•.*'j * .• %\ *#.0 MATTHEW BRANNEN i,0 �. 90868 ;4,./.; o,`‘ •161 •• 9/6/2018 2-22-12 00900- 10 of 10 CITY OF PEARLAND TABLE OF CONTENTS Document 00010-T TABLE OF CONTENTS NOTE: Bold Specification Sections can be found on the City of Pearland Web Site at http://pearlandtx.gov/departments/engineering-and-capital-projects/engineering/standard-construction- documents (or at bttp://www.nearlandtx.gov/ by going to the Department of Engineering, Engineering Construction Documents). Doc Page 1Y4� Document Title 1Y4� INTRODUCTORY INFORMATION 00010-T Table of Contents 1-6 00015 List of Drawings 7-10 BIDDING REQUIREMENTS 00100 Invitation to Bid 11-14 00110-T LGPP Abbreviations& Definitions Supplement 15-26 00200 Instructions to Bidders 27-35 00200A-T Instructions to Bidders Appendix: LGPP Bid Checklist 36-37 00210-T Item 2L—LGPP Supplement to Instructions to Bidders 38-44 00300 Bid Proposal 45-60A 00310-T LGPP Award and Execution of the Contract 61-64 00456 Bidder's Certification of Compliance with Buy American Program 65 00457 Conflict of Interest Questionnaire 66-67 CONTRACTING REQUIREMENTS AGREEMENT 00500 Standard Form of Agreement 68-74 00500A Standard Form of Agreement Appendix A: Title VI Assurances 75-76 00500B Standard Form of Agreement Appendix B: House Bill 89 Verification 77 00550 Ethics Certification Form 1295 78 BONDS AND CERTIFICATES 00610 Performance Bond 79-80 00611 Payment Bond 81-82 00612 One-Year Maintenance Bond 83-84 00615 Partial Waiver of Lien 85 00010-T-1 1 CITY OF PEARLAND TABLE OF CONTENTS GENERAL CONDITIONS 00700 General Conditions of Agreement 86-126 Attachment No. 1 —Worker's Compensation Insurance Coverage 127-129 Attachment No. 2—Agreement for Final Payment and Contractor's Sworn Release 130-133 Attachment No. 3—Owner's Insurance Requirements of Contractor 134-143 00770-T Item 4L—LGPP General Conditions and Scope of Work 144-149 00780-T Item 5L—LGPP General Conditions and Control of the Work 150-157 00790-T Item 6L—LGPP Control of Materials 158-163 00795-T Item 7L—LGPP Legal Relations and Responsibilities 164-176 00796-T Item 8L—Prosecution and Progress 177-188 00797-T Item 9L—LGPP Measurement and Payment 189-196 SUPPLEMENTARY CONDITIONS 00800 Special Conditions of Agreement 197-198 00811-T Wage Rates 199-202 00850-T TxDOT LGPP Requirements 203 • FHWA-1273 Required Contract Provisions 204-215 • Bidder Certification 216 • Buy America Provision 217-218 • Buy America—Material Statement 219 • Child Support Statement 220 • Child Support Certification 221 • Child Support Business Ownership Form 222 • Acknowledgement of Stormwater Management Program 223 • Contractor's Assurance (Subcontracts-Federal Aid Projects) 224 • Debarment Certification 225 • Differing Site Conditions 226 • Disadvantaged Business Enterprises (DBE)Provisions 227-234 • DBE Requirements 235 • DBE Commitment Agreement Form 236 • DBE Material & Supplier Commitment Agreement Form 237 • DBE Substitution Request Form 238 • DBE Commercially Useful Function Project Site Review 239 • DBE Trucking Credit Worksheet 240 • DBE Good Faith Effort—Prime Contractor 241-242 • DBE Monthly Progress Report 243 • DBE/SBE Prompt Payment Certification 244 • DBE Prime Contractor Payments to Non-DBE Subcontractors 245 • DBE Final Report 246 • Equipment Rental Rates 247-248 • Certification Regarding Lobbying 249 • Statement for Loan Guarantees and Loan Insurance 250 • Non-Collusion Statement 251 • Affidavit 252 • Payroll Verification Information 253 • Prison Produced Materials Provision 254 • Railroad Insurance Provision(when work is in Railroad ROW) 255-256 • SBE Monthly Progress Report 257 • TxDOT 1560 Certificate of Insurance 258-259 00010-T-2 2 CITY OF PEARLAND TABLE OF CONTENTS LOCAL GOVERNMENT SPECIAL PROVISIONS SP000-002L -Nondiscrimination 260-261 SP000-003L -Certification of Nondiscrimination in Employment 262 SP000-004L -Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 263-266 SP000-005L - Standard Federal Equal Employment Opportunity Construction Contract Specifications(Executive Order 11246) 267-270 SP000-394L -Disadvantaged Business Enterprise in Federal Aid Contracts 271-277 SP002-011L - Instructions to Bidders 278 SP007-001L - Legal Relations and Responsibilities 279-280 SP421-001 - Hydraulic Cement Concrete 281-283 SP506-001L -Temporary Erosion, Sedimentation, and Environmental Controls 284-294 SP636-001 - Signs 295 SP666-007 -Retroreflectorized Pavement Markings 296-297 2014 TxDOT STANDARD SPECIFICATIONS Adopted by the Texas Department of Transportation November 1,2014. Standard Specifications are incorporated into the Contract by reference and a copy can be found on the TxDOT Web Site at http://www.txdot.2ov/business/resources/txdot-specifications.html. Item 132 Embankment Item 169 Soil Retention Blankets Item 360 Concrete Pavement Item 400 Excavation and Backfill for Structures Item 416 Drilled Shaft Foundations Item 421 Hydraulic Cement Concrete Item 432 Riprap Item 464 Reinforced Concrete Pipe Item 500 Mobilization Item 502 Barricades, Signs, and Traffic Handling Item 506 Temporary Erosion, Sedimentation, and Environmental Controls Item 512 Portable Concrete Traffic Barrier Item 528 Colored Textured Concrete and Landscape Pavers Item 536 Concrete Medians and Direction Islands Item 560 Mailbox Assemblies Item 618 Conduit Item 620 Electrical Conductors Item 621 Tray Cable Item 624 Ground Boxes Item 628 Electrical Services Item 636 Signs Item 644 Small Roadside Sign Assemblies Item 647 Large Roadside Sign Supports and Assemblies Item 666 Reflectorized Pavement Markings Item 672 Raised Pavement Markers Item 680 Highway Traffic Signals Item 681 Temporary Traffic Signals 00010-T-3 3 CITY OF PEARLAND TABLE OF CONTENTS Item 682 Vehicle and Pedestrian Signal Heads Item 684 Traffic Signal Cables Item 685 Roadside Flashing Beacon Assemblies Item 686 Traffic Signal Pole Assemblies (Steel) Item 687 Pedestal Pole Assemblies Item 688 Pedestrian Detectors and Vehicle Loop Detectors Item 690 Maintenance of Traffic Signals 2014 TxDOT SPECIAL SPECIFICATIONS Item 6001 Portable Changeable Message Sign 298-299 Item 6002 Video Imaging Vehicle Detection System 300-307 Item 6185 Truck Mounted Attenuator(TMA)and Trailer Attenuator(TA) 308 CITY OF PEARLAND GENERAL NOTES 309 2014 TxDOT GENERAL NOTES 310-331 CITY OF PEARLAND SPECIFICATIONS NOTE: Bold Specification Sections can be found on the City of Pearland Web Site at http://pearlandtx.gov/departments/engineering-and-capital-prof ects/engineering/standard-construction- documents (or at bttp://www.pearlandtx.gov/ by going to the Department of Engineering, Engineering Construction Documents). DIVISION 1 —GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises 01200 Measurement and Payment Procedures 01290 Change Order Procedures 01310 Coordination and Meetings 01350 Submittals 01380 Construction Photographs 01420 Referenced Standards 01430 Contractor's Quality Control 01440 Observation Services 01450 Testing Laboratory Services 01500 Temporary Facilities and Controls 01505 Mobilization 01550 Stabilized Construction Exit 01554 Street Signs 01555 Traffic Control and Regulation 01560 Filter Fabric Fence 01561 Reinforced Filter Fabric Barrier 01562 Waste Material Disposal 01563 Tree and Plant Protection 01564 Control of Ground Water and Surface Water 01565 TPDES Requirements 01566 Source Controls for Erosion and Sedimentation 01570 Trench Safety System 00010-T-4 4 CITY OF PEARLAND TABLE OF CONTENTS 01580 Project Identification Signs 01600 Material and Equipment 01630 Product Options and Substitutions 01720 Field Surveying 01750 Starting Systems 01760 Project Record Documents 01770 Contract Closeout DIVISION 2—SITE WORK 02200 Site Preparation 02220 Site Demolition 02252 Cement Stabilized Sand 02255 Bedding,Backfill, and Embankment Materials 02315 Excavation and Backfill for Detention Ponds 02316 Excavation and Backfill for Roadways 02317 Excavation and Backfill for Structures 02318 Excavation and Backfill for Utilities 02330 Embankment 02335 Subgrade 02370 Geotextile 02415 Augering Pipe or Casing for Sewers 02510 Water Mains 02511 Water Meters 02514 Fire Hydrant Assembly 02520 Valve Boxes, Meter Boxes & Meter Vaults 02534 PVC Pipe 02541 Water and Wastewater Line Valves 02542 Concrete Manholes and Accessories 02582 Thermoplastic Pavement Markings 02603 Frames, Grates, Rings,and Covers 02624 Structural Plate Culvert Structures 02628 Jacking Pipe or Box 02629 Safety End Treatments 02630 Storm Sewers 02631 Precast Inlets, Headwalls, and Wingwalls 02632 Cast-in-Place Inlets,Headwalls, and Wingwalls 02633 Adjusting Manholes,Inlets,and Valve Boxes 02710 Base Course for Pavement 02741 Asphaltic Concrete Pavement 02751 Concrete Pavement 02762 Temporary and Removable Reflectorized Pavement Marking 02770 Curb,Curb & Gutter, and Headers 02771 Concrete Sidewalks 02775 Concrete Driveways 02820 Wood Fences and Gates 02821 Chain Link Fences and Gates 02910 Topsoil 02921 Hydromulch Seeding 02922 Sodding 02980 Pavement Repair 00010-T-5 5 CITY OF PEARLAND TABLE OF CONTENTS 02981 Blast Cleaning of Pavement DIVISION 3 - CONCRETE 03300 Cast In Place Concrete 03310 Structural Concrete 13730 Computer Equipment SOUND WALL SPECIFICATION Item 6200 Precast Concrete Fencing 332-340 IRRIGATION AND PLANTING SPECIFICATIONS Item 02200 Earthwork for Irrigation and Planting 341-345 Item 02221 Trenching and Trench Backfill for Irrigation and Planting 346-347 Item 02441 Irrigation System 348-356 Item 02480 Planting 357-364 Item 02493 Exterior Landscape Maintenance 365-369 Item 16050 Electrical 370-385 APPENDICES A Geotechnical Engineering Report 386-432 B Geotechnical Engineering Report- Sound Walls 433-622 C Permit No. SWG-2018-00053;Nationwide Permit Verification 623-640 END OF DOCUMENT 00010-T-6 6 CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 1 TITLE SHEET 2 - 3 INDEX OF SHEETS 4 - 5 EXISTING TYPICAL SECTIONS 6 - 15 PROPOSED TYPICAL SECTIONS 16,16A-16K GENERAL NOTES 17 - 18 SUMMARY OF TRAFFIC CONTROL QUANTITIES 19 SUMMARY OF ROADWAY QUANTITIES 20 SUMMARY OF DRIVEWAY&INTERSECTION QUANTITIES 21 SUMMARY OF SOUND WALL QUANTITIES 22 23 SUMMARY OF STORM SEWER QUANTITIES 24 SUMMARY OF TRAFFIC SIGNAL QUANTITIES 25 SUMMARY OF PVMT MARK&ILLUMINATION QUANTITIES 26 - 28 SUMMARY OF SMALL SIGNS 29 SUMMARY OF LARGE SIGNS 30 SUMMARY OF SWP3 QUANTITIES 31 SUMMARY OF PLANTING&IRRIGATION QUANTITIES 32 TRAFFIC CONTROL PLAN CONSTRUCTION SEQUENCE 33 TRAFFIC CONTROL PLAN CONSTRUCTION PHASING OVERVIEW 34 TRAFFIC CONTROL PLAN ADVANCE WARNING SIGNS 35 - 40 TRAFFIC CONTROL PLAN PHASE 1 41 - 46 TRAFFIC CONTROL PLAN PHASE 2 47 TRAFFIC CONTROL PLAN PHASE 2A 48 TEMPORARY SIGNAL PHASE 2A 49 - 54 TRAFFIC CONTROL PLAN PHASE 3 55 TEMPORARY SIGNAL PHASE 3 56 - 61 TRAFFIC CONTROL PLAN PHASE 4 62 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SH 288 NB FRONTAGE RD 63 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT HARRINGTON DR 64 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT MILLER RANCH RD 65 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SOUTH HAMPTON DR 66 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT BROOKNEY ST 67 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT W STERLING DR 68 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT CRYSTAL LAKE CIRCLE 69 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SOUTHDOWN DR 70 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT BEDFORD AVE 71 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT KENSINGTON BRIDGE 72 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT NORTH HAMPTON DR 73 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT HILLHOUSE RD 74 MISCELLANEOUS TRAFFIC CONTROL DETAILS 75 TEMPORARY GRATE DETAILS 76 - 87 BARRICADE AND CONSTRUCTION STANDARDS: BC(1)-14-BC(12)-14 88 TRAFFIC CONTROL PLAN: TCP(1-2)-18 89 TRAFFIC CONTROL PLAN: TCP(2-1)-18 90 TRAFFIC CONTROL PLAN: TCP(2-2)-18 91 TRAFFIC CONTROL PLAN: TCP(2-4)-18 92 TRAFFIC CONTROL PLAN MOBILE OPERATIONS UNDIVIDED HIGHWAYS:TCP(3-1)-13 93 TRAFFIC CONTROL PLAN MOBILE OPERATIONS RAISED MARKER INSTALLATION/REMOVAL:TCP(3-3)-14 94 TRAFFIC CONTROL PLAN MOBILE OPERATIONS FOR ISOLATED WORK AREAS UNDIVIDED HIGHWAYS:TCP(3-4)-13 95 - 98 TEMPORARY LARGE ROADSIDE SIGNS:TLRS(1)-17-TLRS(4)-17 99 WORK ZONE SHORT TERM PAVEMENT MARKINGS: WZ(STPM)-13 Page 1 of 4 7 CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 100 - 101 TRAFFIC SIGNAL INSTALLATION: WZ(BTS-1)-13&WZ(BTS-2)-13 102 CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES: CSMD(HOUSTON DISTRICT) 103 - 104 LOW PROFILE CONCRETE BARRIER PRECAST BARRIER(TYPE 2):LPCB-13 105 - 109 REMOVAL LAYOUTS 110 HUGHES RANCH RD SURVEY CONTROL INDEX SHEET 111 - 112 HUGHES RANCH RD HORIZONTAL AND VERTICAL CONTROL 113 - 115 HORIZONTAL ALIGNMENT DATA 116 - 124 ROADWAY PLAN&PROFILE 125 - 130 MEDIAN LAYOUTS 131 - 137 INTERSECTION LAYOUT 138 MISCELLANEOUS DETAILS 139 - 140 SIDEWALK DETAILS 141 - 142 PAVING STANDARD DETAILS(CITY OF PEARLAND) 143 SIDEWALK STANDARD DETAILS(CITY Of PEARLAND) 144 DRIVEWAY DETAILS(CITY OF PEARLAND) 14S FAST TRACK CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DETAILS:CRCP-FT(HOUSTON DISTRICT) 146 - 147 JOINTED REINFORCED CONCRETE PAVEMENT DETAILS:JRCP(HOUSTON DISTRICT) 148 - 149 OMITTED 150 TAPERED EDGE DETAILS HMAC PAVEMENT:TE(HMAC)-11 151 - 154 MAILBOX SUPPORT AND FOUNDATION:MB-15(1) 155 MAILBOX SIDE ROAD PLACEMENT AND TURNOUTS:MB-14(2) 156 SINGLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS:MB-14(2A) 157 MULTIPLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS:MB-14(2B) 158 OVERALL SOUND WALL LAYOUT 159 - 185 SOUND WALL PLAN&PROFILE 186 SOUND WALL DETAILS 187 OVERALL DRAINAGE AREA MAP 188 - 196 DRAINAGE AREA MAP 197 - 204 HYDRAULIC COMPUTATIONS 20S - 213 STORM SEWER PLAN&PROFILE 214 - 216 LATERAL LAYOUTS 217 - 218 STORM SEWER LATERAL PROFILES 219 INLINE DETENTION LAYOUT SYSTEM A 220 DETENTION POND LAYOUT SYSTEM C 221 DETENTION POND LAYOUT SYSTEM E 222 JUNCTION BOX AOFF1 DETAILS 223 JUNCTION BOX AOFF2 DETAILS 224 JUNCTION BOX DETAILS MH C14A STA 172+86.23 225 JUNCTION BOX DETAILS MH C14 STA 173+18.30 226 JUNCTION BOX INLET CWS STA 169+63.00 227 JUNCTION BOX INLET CW6 STA 169+63.00 228 JUNCTION BOX DETAILS MH C15 STA 173+51.89 229 JUNCTION BOX DETAILS MH B20 STA 150+75.00 230 JUNCTION BOX INLET CE4 STA 175+50.00 231 MISCELLANEOUS DRAINAGE DETAILS 232 - 233 STORM INLETS STANDARD DETAILS(CITY OF PEARLAND) 234 STORM MANHOLE STANDARD DETAILS(CITY OF PEARLAND) 235 BEDDING&BACKFILL STORM SEWER STANDARD DETAILS(CITY OF PEARLAND) 236 MISCELLANEOUS SEWER DETAILS: MSD(HOUSTON DISTRICT) 237 SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS: SCC-MD Page 2 of 4 8 CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 238 - 239 SINGLE BOX CULVERTS CAST-IN-PLACE: SCC-3&4 240 - 241 SINGLE BOX CULVERTS CAST-IN-PLACE: SCC-5&6 242 BOX CULVERTS PRECAST MISCELLANEOUS DETAILS:SCP-MD 243 SINGLE BOX CULVERTS PRECAST 3'-0"SPAN:SCP-3 244 SINGLE BOX CULVERTS PRECAST 4'-0"SPAN:SCP-4 245 SINGLE BOX CULVERTS PRECAST S'-0"SPAN:SCP-5 246 SINGLE BOX CULVERTS PRECAST 6'-0"SPAN:SCP-6 247 MULTIPLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS: MC-MD 248 - 249 MULTIPLE BOX CULVERTS CAST-IN-PLACE: MC-4-23 250 - 251 MULTIPLE BOX CULVERTS CAST-IN-PLACE: MC-5-20 252 - 253 MULTIPLE BOX CULVERTS CAST-IN-PLACE: MC-6-16 254 CONCRETE WINGWALLS: PW 255 CONCRETE HEADWALLS:CH-PW-0 256 - 257 SAFETY END TREATMENT:SETP-CD 258 SAFETY END TREATMENT:SETP-PD 259 PRECAST SAFETY END TREATMENT TYPE II CROSS DRAINAGE:PSET-SC 260 PRECAST SAFETY END TREATMENT TYPE II PARALLEL DRAINAGE:PSET-SP 261 - 265 UTILITY LAYOUT 266 - 267 WATER STANDARD DETAILS(CITY OF PEARLAND) 268 - 272 ILLUMINATION LAYOUT 273 ILLUMINATION DETAILS 274 CITY OF PEARLAND GENERAL NOTES 275 CONDITION DIAGRAM HUGHES RANCH RD AT MILLER RANCH RD 276 - 277 PROPOSED TRAFFIC SIGNAL LAYOUT HUGHES RANCH RD AT MILLER RANCH RD 278 CONDITION DIAGRAM HUGHES RANCH RD AT BRYAN CT 279 - 280 PROPOSED TRAFFIC SIGNAL LAYOUT HUGHES RANCH RD AT BRYAN CT 281 PROPOSED TRAFFIC SIGNAL MODIFICATIONS HUGHES RANCH RD AT FM 865 282 - 286 SIGNING&PAVEMENT MARKING LAYOUT 287 - 289 SMALL SIGN DETAILS 290 - 296 ELECTRICAL DETAILS: ED(1)-14-ED(7)-14 297 - 298 DECORATIVE POLES TRAFFIC SIGNAL STRUCTURES(CITY OF PEARLAND) 299 DECORATIVE PEDESTRIAN POLES TRAFFIC SIGNAL STRUCTURES(CITY OF PEARLAND) 300 TRAFFIC SIGNAL DETAILS(CITY OF PEARLAND) 301 - 302 TRAFFIC SIGNAL SUPPORT STRUCTURES: SMA-100(1)-12&SMA-100(2)-12 303 - 305 TRAFFIC SIGNAL SUPPORT STRUCTURES: DMA-100(1)-12-DMA-100(3)-12 306 STANDARD ASSEMBLY FOR TRAFFIC SIGNAL SUPPORT STRUCTURES: MA-C-12 307 TRAFFIC SIGNAL SUPPORT STRUCTURES MAST ARM POLE DETAILS: MA-D-12 308 TRAFFIC SIGNAL POLE FOUNDATION: TS-FD-12 309 STANDARD ASSEMBLY DRAWINGS FOR LUMINAIRE SUPPORT STRUCTURES: LUM-A-12 310 CLAMP ON FITTING ASSEMBLY FOR LUMINAIRE MAST ARM: CFA-12 311 CONTROLLER FOUNDATION DETAIL:SD/SCFD(HOUSTON DISTRICT) 312 LOOP DETECTOR DETAILS: LDD(HOUSTON DISTRICT) 313 SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED(APS) PEDESTRIAN SIGNALS:CD/PM(APS)PS(HOUSTON DISTRICT) 314 OVERHEAD STREET NAME SIGN MOUNTING DETAILS:OSNS/MD(HOUSTON DISTRICT) 315 VIVDS CAMERA MOUNTING DETAILS:VC/MD(HOUSTON DISTRICT) 316 PEDESTRIAN WALKWAY DETAILS:PWD(HOUSTON DISTRICT) 317 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS: SMD(GEN)-08 318 - 320 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS: SMD(SLIP-1)-08-SMD(SLIP-3)-08 321 - 323 TYPICAL SIGN REQUIREMENTS: TSR(3)-13-TSR(5)-13 Page 3 of 4 9 CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 324 - 327 SIGN MOUNTING DETAILS:SMD(2-1)-08-SMD(2-3)-08,SMD(TY G)-08 328 TYPICAL STANDARD PAVEMENT MARKINGS: PM(1)-12 329 POSITION GUIDANCE USING RAISED MARKERS: PM(2)-12 330 PAVEMENT MARKINGS FOR TWO-WAY LEFT TURN LANES: PM(3)-12 331 PAVEMENT MARKINGS(DOTTED EXTENSION DETAILS):PM(DOT)-11 332 MISCELLANEOUS STANDARD DETAILS(CITY OF PEARLAND) 333 TXDOT STORM WATER POLLUTION PREVENTION PLAN(SWP3) 334 - 339 SWP3 LAYOUT PHASE 1 340 - 345 SWP3 LAYOUT PHASE 2 346 SWP3 LAYOUT PHASE 2A 347 - 352 SWP3 LAYOUT PHASE 3 353 - 358 SWP3 LAYOUT PHASE 4 359 - 360 STORM WATER POLLUTION PREVENTION PLAN STANDARD DETAILS(CITY OF PEARLAND) 361 ENVIRONMENTAL PERMITS,ISSUES AND COMMITMENTS(EPIC) 362 - 370 IRRIGATION PLAN 371 IRRIGATION DETAILS 372 - 379 PLANTING PLAN 380 - 381 PLANTING DETAILS 382 - 384 SOIL BORE HOLE LAYOUT 385 - 411 SOIL BORE LOG DATA Page 4 of 4 10 CITY OF PEARLAND BID PROPOSAL Section 00300 Part B Bid Proposal Project Name: Hughes Ranch Contract Name: Road Project Number:TR1201 Bid No: 0418-33 BASE BID(INCLUDES:GENERAL,ROADWAY,REMOVAL TRAFFIC SIGNAL,SWPPP,DRAINAGE SIGNING&STRIPING,TCP,SOUND WALL,LANDSCAPE&IRRIGATION Quantity UOM Description Spec Unit Price Total Reference Amount GENERAL 1 LS MOBILIZATION (3%) 500 6001 TRAFFIC CONTROL 377 SY CUT&RESTORING PAV 400 6006 25 MO BARRICADES,SIGNS AND TRAFFIC HANDLING 502 6001 4300 LF PORT CTB(FUR&INST)(LOW PROF)(TY 1) 512 6009 • 360 LF PORT CTB(FUR&INST)(LOW PROF)(TY 2) 512 6010 400 LF PORT CTB(MOVE)(LOW PROF)(TY 1) 512 6033 80 LF PORT CTB (MOVE)(LOW PROF)(TY 2) 512 6034 4300 LF PORT CTB(REMOVE)(LOW PROF)(TY 1) 512 6057 360 LF PORT CTB (REMOVE)(LOW PROF)(TY 2) 512 6058 350 DAY PORTABLE CHANGEABLE MESSAGE SIGN 6001 6001 35 DAY TMA(STATIONARY) 6185 6002 1 OF 15 47 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Total Unit Price Reference Amount 272 HR TMA(MOBILE OPERATION) 6185 6003 14028 SY REMOVING STAB BASE AND ASPH PAV(8") 02220 1151 SY REMOVINGESTAB BASE AND ASPH PAV(1"- 02220 2") 12 EA GRATE& FRAME 02603 2 EA SET(TY II))(DES 2)(RCP)(6:1)(P) 02629 1 EA SET(TY II))(DES 4)(RCP)(6:1)(P) 02629 14028 SY ASPHALT STAB BASE (GR 2)(PG 64)(6") 02710 348 TON ASPHALT STAB BASE(GR 2)(PG 64)(1"-22") 02710 14137 SY D-GR HMA TY-D PG64-22(2") 02741 303 LF WK ZN PAV MRK REMOV CLASS 1 (W)4" 02762 (DOT) 21989 LF WK ZN PAV MRK REMOV CLASS 1 (W)4" 02762 (SLD) 1595 LF WK ZN PAV MRK REMOV CLASS I (W) 8" 02762 (SID) 1265 LF WK ZN PAV MRK REMOV CLASS 1 (W) 24" 02762 (SLD) 2 EA WK ZN PAV MRK REMOV CLASS 1 (W)ARROW 02762 2 EA WK ZN PAV MRK REMOV CLASS 1 (W)WORD 02762 2 OF 15 48 CITY OF PEARLAND BID PROPOSAL Sec Quantity UOM Description Refepence Unit Price Amount 285 LF WK ZN PAV MRK REMOV CLASS I (Y)4" (DOT) 02762 58692 LF WK ZN PAV MRK REMOV CLASS I (Y)4" (SLD) 02762 24137 LF ELIM EXT PAV MRK& MRKS(4") 02981 223 IF ELIM EXT PAV MRK&MRKS (6") 02981 3205 LF ELIM EXT PAV MRK& MRKS(8") 02981 327 LF ELIM EXT PAV MRK&MRKS (12") 02981 838 LF ELIM EXT PAV MRK& MRKS(24") 02981 8 EA ELIM EXT PAV MRK& MRKS(ARROW) 02981 9 EA ELIM EXT PAV MRK&MRKS(WORD) 02981 ROADWAY 14031 CY EMBANKMENT(FINAL)(DENS CONT)(TY C) 132 6006 7332 SY CONC PVMT(CONT REINF)(FAST TRK)(13") 360 6043 3967 SY LANDSCAPE PAVERS 528 6004 1033 SY CONC MEDIAN 536 6002 7 EA MAILBOX 560 105.99 STA PREP ROW 02200 30F15 49 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Total Unit Price Reference Amount 9738 CY EXCAVATION (DETENTION POND) 02315 15873 CY EXCAVATION (ROADWAY) 02316 1269 TON LIME(CLASS A) 02335 70468 SY LIME TRT(EXST MATL) (8") 02335 19 EA ADJUST FIRE HYDRANT(VERT& HORIZ) 02514 52 EA ADJUST VALVE BOX(VERT&HORIZ) 02633 149 SY ASPHALT STAB BASE(GR 2)(PG 64)(10") 02710 62524 SY CONC PAV(JOINT REINF) (10") 02751 21728 LF CONC CURB(MONO) (TY II) 02770 19321 LF CONC CURB(DOWEL) 02770 113536 SF CONC SIDEWALKS(4") 02771 36 EA PED RAMP 02771 1940 SY DRIVEWAYS(CONC) 02775 6.47 AC HYDROMULCH SEEDING 02921 20443 SY BLOCK SODDING 02922 4 OF 15 50 CITY OF PEARLAND BID PROPOSAL Sec Quantity UOM Description RefePence Unit Price Amount REMOVAL 1250 SY REMOVING CONC(PAV) 02220 27 SY REMOVING CONC (RIPRAP) 02220 3668 SY REMOVING CONC(SIDEWALKS) 02220 1197 SY REMOVING CONC(DRIVEWAYS) 02220 33034 SY REMOVING STAB BASE AND ASPH PAV(8" - 02220 17 EA REMOV STR (INLET) 02220 30 EA REMOV STR(SET) 02220 2912 LF REMOV STR(PIPE)(ALL SIZES) 02220 1 EA REMOV STR (BRIDGE)0-99FT LENGTH 02220 7 EA REMOV MAILBOX 02220 SOUND WALL 11862 LF PRECAST CONCRETE FENCING (9 FT) 6200 DRAINAGE 84 CY RIPRAP(CONC)(CL B)(5 IN) 432 6010 9956 LF CONTROL OF GROUND WATER AND SURFACE 01564 WATER 5 OF 15 51 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount 9956 LF TRENCH EXCAVATION PROTECTION 01570 15718 TON CEM STABIL SAND BKFL 02252 672 TON CEMENT STAB SAND BKFL(INLET OR MH) 02252 9 EA MANH (COMPL) (TY C) 02542 28 EA GALVANIZED STEEL FOR RCP GRATE 02603 1 EA SET(TY I) (S=5 FT) (NW= 3 FT) (4: 1) (C) 02629 6 EA SET(TY II) (12 IN) (RCP) (6: 1) (P) 02629 17 EA SET(TY II) (18 IN) (RCP) (6: 1) (P) 02629 2 EA SET(TY II) (24 IN) (RCP) (6: 1) (P) 02629 1 EA SET(TY II) (30 IN) (RCP) (3: 1) (C) 02629 841 LF CONC BOX CULV(4 FT X 2 FT) 02630 9 LF CONC BOX CULV(4 FT X 2.5 FT) 02630 300 LF CONC BOX CULV(5 FT X 2 FT) 02630 2418 LF CONC BOX CULV(6 FT X 3 FT) 02630 118 LF RC PIPE(CL III) (12 IN) 02630 60F 15 52 CITY OF PEARLAND BID PROPOSAL Sec Total Quantity UOM Description Re ePence Unit Price Amount 56 LF RC PIPE(CL III) (15 IN) 02630 2451 LF RC PIPE (CL III) (18 IN) 02630 4520 LF RC PIPE(CL III) (24 IN) 02630 2302 LF RC PIPE (CL III) (30 IN) 02630 250 LF RC PIPE(CL III) (36 IN) 02630 270 LF RC PIPE(CL III) (42 IN) 02630 360 LF RC PIPE(CL III)(48 IN) 02630 1293 IF RC PIPE(ELLIP)(CL III)(DES 1) 02630 3109 LF RC PIPE(ELLIP)(CL III)(DES 2) 02630 2360 LF RC PIPE(ELLIP)(CL III)(DES 4) 02630 5 EA INLET(COMPL) (TY A) 02631 59 EA INLET(COMPL)(TY C) 02631 2 EA INLET MAINTENANCE BERM 02631 1 EA WINGWALL(PW-1)(HW=4 FT) 02631 1 EA HEADWALL(CH-PW-0) (DIA= 18 IN) 02631 70F15 53 CITY OF PEARLAND BID PROPOSAL Sec Quantity UOM Description Refepence Unit Price Amount 1 EA ADJUST INLET 02633 1 EA ADJUST MH 02633 9 EA JUNCTION BOX(SPL) 03310 ILLUMINATION 182 LF DRILL SHAFT(18 IN) 416 6001 13955 LF CONDI(PVC) (SCH 80) (2") 618 6046 TRAFFIC SIGNAL 32 IF DRILL SHAFT(TRF SIG POLE) (36 IN) 416 6032 36 LF DRILL SHAFT(TRF SIG POLE) (42 IN) 416 6033 110 LF CONDT(PVC) (SCH 80) (2")(BORE) 618 6047 145 LF CONDT(PVC) (SCH 80) (3") 618 6053 160 LF CONDT(PVC) (SCH 80)(4") 618 6058 220 LF CONDT(PVC) (SCH 80) (4") (BORE) 618 6059 820 LF ELEC CONDR(NO. 6) BARE 620 6009 130 LF ELEC CONDR(NO.4) BARE 620 6011 260 LF ELEC CONDR(NO.4) INSULATED 620 6012 8 OF 15 54 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Total Unit Price Reference Amount 1005 LF TRAY CABLE(4 CONDR) (12 AWG) 621 6005 6 EA GROUND BOX TY D(162922)W/APRON 624 6010 2 EA ELC SRV TY D 120/240 070 (NS) SS(E) SP(0) 628 6188 33 SF ALUMINUM SIGNS (TY A) 636 6001 2 EA INSTALL OF HWY TRF SIG (ISOLATED) 680 6002 12 EA VEH SIG SEC(12 IN) LED(GRN) 682 6001 2 EA VEH SIG SEC(12") LED(GRN ARW) 682 6002 18 EA VEH SIG SEC(12")LED (YEL) 682 6003 4 EA VEH SIG SEC(12") LED(YEL ARW) 682 6004 12 EA VEH SIG SEC(12 IN) LED (RED) 682 6005 10 EA VEH SIG SEC(12") LED(RED ARW) 682 6006 8 EA PED SIG SEC(12 IN) LED(COUNTDOWN) 682 6018 6 EA BACK PLATE(12") (1 SEC) 682 6021 12 EA BACK PLATE (12") (3 SEC) 682 6023 2 EA BACK PLATE(12") (4 SEC) 682 6024 9 OF 15 55 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount 890 LF TRF SIG CBL(TY A) (12 AWG) ( 2 CONDR) 684 6007 935 LF TRF SIG CBL(TY A) (12 AWG) (4 CONDR) 684 6009 2045 LF TRF SIG CBL(TY A) (12 AWG) (7 CONDR) 684 6012 3 EA INSTL RDSD FLSH BEACON ASSM (SOLAR 685 6004 PWRD) INS TRF SIG PL AM (S) 1 ARM (28') LUM (COP 1 EA 686 DECORATIVE) INS TRF SIG PL AM (S) 1 ARM (36') LUM (COP 1 EA 686 DECORATIVE) 1 EA INS TRF SIG PL AM (S) 2 ARM (40-28') LUM 686 (COP DECORATIVE) 1 EA INS TRF SIG PL AM (S) 2 ARM (40-32') LUM 686 (COP DECORATIVE) 6 EA PED POLE ASSEMBLY(COP DECORATIVE) 687 1 EA PED POLE ASSEMBLY 687 6001 1 EA RELOCATE PED POLE ASSEMBLY 687 6003 8 EA PED DETECT PUSH BUTTON (APS) 688 6001 4 EA REPLACE OF SIGNAL HEAD ASSM 690 6025 2 EA VIVDS PROCESSOR SYSTEM 6002 6001 6 EA VIVDS CAMERA ASSEMBLY 6002 6002 10 OF 15 56 CITY OF PEARLAND BID PROPOSAL Spec ' Total Quantity UOM Description Unit Price Reference Amount 2 EA VIVDS SET-UP SYSTEM 6002 6003 1305 LF VIVDS COMMUNICATION CABLE(COAXIAL) 6002 6005 SIGNING & PAVEMENT MARKINGS 47 EA INS SM RD SN SUP&AM TY 10BWG (1) SA(P) 644 6001 1 EA INS SM RD SN SUP&AM TY 10BWG (1) SA(T) 644 6004 1 EA INS SM RD SN SUP&AM TY 10BWG (1) SA(U) 644 6007 3 EA RELOCATE SM RD SN SUP&AM TY 10BWG 644 6068 1 EA RELOCATE LRSA 647 6002 6177 LF REF PAV MRK TY II (Y)12"(SLD) 666 6212 13 EA REF PAV MRK TY II(Y)(MED NOSE) 666 6217 6235 LF PAVEMENT SEALER 4" 666 6224 3518 LF PAVEMENT SEALER 8" 666 6226 8491 LF PAVEMENT SEALER 12" 666 6228 1013 LF PAVEMENT SEALER 24" 666 6230 6 EA REFL PAV MRKR TY I-C 672 6007 11 OF 15 57 CITY OF PEARLAND BID PROPOSAL Spec Quantity UOM Description Reference Amo tal Unit Price ount 37 EA REFLPAVMRKRTYII -A-A 6726009 332 EA REFL PAV MRKR TY II -C-R 672 6010 20 EA TRAFFIC BUTTON TY B 672 6018 115 LF REFL PAV MRK TY I (W)4" (DOT) (100MIL) 02582 4786 LF REFL PAV MRK TY I (W)4" (BRK) (100MIL) 02582 129 LF REFL PAV MRK TY 1 (W)4" (SLD) (100MIL) 02582 3518 LF REFL PAV MRK TY I (W) 8" (SLD)(100MIL) 02582 2314 LF REFL PAV MRK TY I (W) 12" (SID)(100MIL) 02582 968 IF REFL PAV MRK TY I (W) 24" (SLD) (100MIL) 02582 1205 LF REFL PAV MRK TY I (Y)4" (SLD)(100MIL) 02582 45 LF REFL PAV MRK TY 1 (Y) 24" (SID)(100MIL) 02582 30 EA REFL PAV MRK TY I (W) (ARROW) (100MIL) 02582 3 EA REFL PAV MRK TY 1 (W) (DBL ARROW) 02582 (100MIL) 30 EA REFL PAV MRK TY 1 (W) (WORD)(100MIL) 02582 6235 IF PAV SURF PREP FOR MRK(4") 02981 12 OF 14 58 CITY OF PEARLAND BID PROPOSAL Sec Total Quantity UOM Description Re epence Unit Price Amount 3518 LF PAV SURF PREP FOR MRK(8") 02981 8491 LF PAV SURF PREP FOR MRK(12") 02981 1013 LF PAV SURF PREP FOR MRK(24") 02981 STORM WATER POLLUTION PREVENTION 6186 SY SOIL RETENTION BLANKETS (CL 1) (TY A) 169 6001 70 LF ROCK FILTER DAMS(INSTALL) (TY1) 506 6001 70 LF ROCK FILTER DAMS(REMOVE) 506 6011 1170 SY CONSTRUCTION EXITS(INSTALL) 01550 1170 SY CONSTRUCTION EXITS(REMOVE) 01550 9170 LF REINFORCED FILTER FABRIC BARRIER 01561 789 LF GRAVEL BAGS(INSTALL) 01561 789 LF GRAVEL BAGS(REMOVE) 01561 IRRIGATION &PLANTING 1 LS IRRIGATION SYSTEM COMPLETE 02441 1 LS POWER:STEEL CHANNEL 02441 1 LS WATER METER/TAPS& FEES 02441 13 OF 15 59 CITY OF PEARLAND BID PROPOSAL Quantity UOM Description Spec Unit Price Total Reference Amount 1175 LF BORE AND SLEEVE (6") 02441 12 EA CRAPE MYRTLE 'TUSCARORA' (45 GAL) 02480 20 EA LIVE OAK(65 GAL) 02480 19 EA DRAKE ELM (65 GAL) 02480 23 EA COTTON WOOD(65 GAL) 02480 24 EA MONTEZUMA BALD CYPRESS(65 GAL) 02480 36 EA TREE-FORM WAX MYRTLE (45 GAL) 02480 46 EA TREE-FORM YAUPON (45 GAL) 02480 114 EA DWARF BOTTLE BRUSH (5 GAL) 02480 439 EA BICOLOR IRIS(1 GAL) 02480 141 EA FLAX LILY(1 GAL) 02480 331 EA ASIAN JASMINE(1 GAL) 02480 310 EA LIRIOPE (1 GAL) 02480 354 EA PURPLE TRAILING (1 GAL) 02480 10590 LF ROOT BARRIER 02480 14 OF 15 60 CITY OF PEARLAND BID PROPOSAL Spec Total Quantity UOM Description Unit Price Reference Amount 3 MO EXTERIOR LANDSCAPE MAINTENANCE 02493 CASH ALLOWANCES 1 LS FORCE ACCOUNT—FLAGMEN ($30,000) 1 LS FORCE ACCOUNT-OFF-DUTY POLICE OFFICERS ($40,000) 15 OF 15 60A CITY OF PEARLAND STANDARD FORM OF AGREEMENT Section 00500 STANDARD FORM OF AGREEMENT (LGPP) THIS AGREEMENT is by and between City of Pearland (hereinafter called OWNER or City) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK CONTRACTOR shall complete all work as specified or indicated in or reasonably inferable from the Contract Documents (hereinafter the "Work"). The Work is generally described as follows: Hughes Ranch Road (CR 403) From Smith Ranch Road to Cullen Blvd. City of Pearland,Texas COP PN: TR1201 BID NO.: 0418-33 The Disadvantaged Business Enterprise (DBE) goal for this project is 6.5%. The Small Business Enterprise (SBE) goal for this project is 0.0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Article 2. ENGINEER The Work has been designed by BGE, Inc. 10777 Westheimer, Suite 400, Houston, Texas 77042, (281)558-8700. Article 3. CONTRACT TIME 3.1 The Work will be Substantially Complete (as defined in Article 1 of the General Conditions) within 730 days (including weekends and holidays) from the date when the Contract Time commences to run as provided in paragraph 5.01 of the General Conditions (as revised in the Special Conditions if applicable), and completed and ready for Final Payment within 760 days from the date when the Contract Time commences to run. No work will be allowed on Sundays. 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 5 of the General Conditions. OWNER and CONTRACTOR also recognize the delays, expense, and difficulties 2-2015 00500- 1 of 7 68 CITY OF PEARLAND STANDARD FORM OF AGREEMENT involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER one thousand dollars $1.000.00 for each day that expires after the time specified in paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the time set out in the Certificate of Substantial Completion or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER one thousand dollars $1,000.00 for each day that expires after the time specified in the Certificate of Substantial Completion for completion and readiness for Final Payment. 3.3 Inspection Time. Working hours for the Pearland Inspection personnel are from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding City approved holidays. The Contractor shall notify the OWNER of any required inspection overtime work at least 48 hours in advance and shall pay the overtime wages for the required City inspections. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for completion of the Work in strict accordance with the Contract Documents in current funds [$###,###.## edit as required] (the "Contract Price"). The Contract Price includes the Base Bid [and Alternate(s) #, #, #, & #, as accepted by OWNER and edit as required] as shown in Document 00300—Bid Proposal. Article 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 6.0 "Measurement and Payment" of the General Conditions. Application for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER as provided below. All progress payments will be on the basis of the progress of the Work and actual quantity of Work completed, in accordance with Article 6"Measurement and Payment"of the General Conditions. 5.1.1 Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage or actual quantity of Work complete, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with the General Conditions. The OWNER shall make payment within 30 days of receipt of application for payment by the ENGINEER. 5.1.2 Each progress payment shall be less retainage as specified in Paragraph 6.06 of the General Conditions, and further less all previous payments and all 2-2015 00500-2 of 7 69 CITY OF PEARLAND STANDARD FORM OF AGREEMENT further sums that may be retained by the OWNER under the terms of this Agreement. It is understood, however, that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the CONTRACTOR, the OWNER may upon written recommendation of the ENGINEER pay a reasonable and equitable portion of the retained percentage to the CONTRACTOR, or the CONTRACTOR at the OWNER's option, may be relieved of the obligation to fully complete the Work and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under"Final Payment." 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 6.09 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 6.09. Article 6. INTEREST Interest on any overdue payment from OWNER to CONTRACTOR shall be paid in accordance with the provisions of Chapter 2251.025 of the Texas Government Code, as amended. Article 7. CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. 7.2 CONTRACTOR has studied carefully all available surveys, assessments, reports of explorations, investigations, and tests of subsurface conditions and drawings of physical conditions of the site. Such technical reports and drawings are not Contract Documents, and Owner makes no representations or warranties as to the accuracy of such documents or information, or to whether or not they are complete, comprehensive, or all-inclusive. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraphs 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work, and CONTRACTOR assumes the risk of such subsurface and physical conditions, and shall furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, 2-2015 00500-3 of 7 70 CITY OF PEARLAND STANDARD FORM OF AGREEMENT investigations, explorations,tests, reports, and studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and finish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract Documents. 7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies in the Contract Documents of which Contractor knew or should have known, and CONTRACTOR shall perform the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including any written resolution of any such conflict, error or discrepancy by ENGINEER. In the event of a conflict that was not brought to the OWNER's or ENGINEER's attention prior to the bid, the CONTRACTOR is assumed to have bid the most expensive alternative. Article 8. CONTRACT DOCUMENTS The Contract Documents, which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work, consist of the following, each of which are incorporated herein by reference: 8.1 Standard Form of Agreement(Section 00500). 8.2 Performance, Payment, and/or Maintenance Bonds (Sections 00610, 00611, and 00612). 8.3 General Conditions of Agreement (Section 00700), including Attachment No. 1 Workers' Compensation Insurance Coverage, Attachment No. 2 Agreement for Final Payment and Contractor's Sworn Release, and Attachment No. 3 Owner's Insurance Requirements of Contractor. 8.4 Special Conditions of Agreement(Section 00800). 8.5 TxDOT Local Government Project Procedures documents(Section 00850). 8.6 Plans, consisting of sheets numbered 1 through [ edit as required] inclusive with attachments with each sheet bearing the following general title: Hughes Ranch Road(CR 403). 2-2015 00500-4of7 71 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 8.7 Instructions to Bidders and CONTRACTOR's Bid Proposal, including any Addenda referenced therein. 8.8 Technical Specifications for the Work. 8.9 The following, which may be delivered or issued after this Agreement becomes effective: Any Change Orders or other documents amending, modifying, or supplementing the Contract Documents in accordance with the General Conditions. There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified or supplemented as provided in the General Conditions. Article 9. MISCELLANEOUS 9.1 Terms used in this Agreement which are defined in Section 1, "Definitions and Interpretations" of the General Conditions will have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representative to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9.4 CONTRACTOR agrees to warranty the Work for a period of one (1) year from Substantial Completion against defects in materials and workmanship. CONTRACTOR agrees to repair or replace any defective work within this warranty period immediately unless such repairs require long lead time materials and equipment in which case CONTRACTOR shall provide an agreeable schedule for repairs at no additional cost to OWNER. 9.5 The Work will be completed according to the Contract Documents and in accordance with codes, ordinances, and construction standards of the City of Pearland, and all applicable laws, codes and regulations of governmental authorities. 9.6 In the event any notice period required under the Contract Documents is found to be shorter than any minimum period prescribed by applicable law, the notice period required shall be construed to be the minimum period prescribed by applicable law. 2-2015 00500-5of7 72 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 9.7 This Contract and the Contract Documents, insofar as they relate in any part or in any way to the Work undertaken therein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between said parties, except as aforesaid, and that any additions thereto or changes shall be in writing. 9.8 The provisions of this Contract shall be applied and interpreted in a manner consistent with each other so as to carry out the purposes and the intent of the parties, but if for any reason any provision is unenforceable or invalid, such provisions shall be deemed severed from this Contract and the remaining provisions shall be carried out with the same force and effect as if the severed provision had not been part of this Contract. 9.9 The headings of the paragraphs are included solely for the convenience of reference and if there is any conflict between the headings and the text of this Contract, the Contract text shall control. 9.10 The waiver of any breach hereof shall not constitute a waiver of any subsequent breach of the same or any other provision hereof. Failure by the OWNER in any instance to insist upon observance or performance by CONTRACTOR shall not be deemed a waiver by CONTRACTOR of any such observance or performance. No waiver will be binding upon OWNER unless in writing and then will be for the particular instance only. Payment of any sum by OWNER to CONTRACTOR with knowledge of any breach or default will not be deemed a waiver of such breach or default or any other breach or default. 9.11 The CONTRACTOR acknowledges that the OWNER(through its employee handbook) considers the following to be misconduct that is grounds for termination of an employee of the OWNER: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the OWNER. The CONTRACTOR agrees that it will not, directly or indirectly; cause an employee of the OWNER to engage in such misconduct. 9.12 The CONTRACTOR agrees to comply with Appendix A (attached)of the City of Pearland's Title VI Nondiscrimination Plan Assurances. 2-2015 00500-6of7 73 CITY OF PEARLAND STANDARD FORM OF AGREEMENT IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and one to CONTRACTOR. This Agreement will be effective upon execution and attestation by authorized representatives of the City of Pearland and upon the following date: , 20_ OWNER: CONTRACTOR: CITY OF PEARLAND By: By: Title: Title: Date: Date: (Corporate Seal) ATTEST ATTEST Address for giving notices Phone: Fax: Agent for service of process: END OF SECTION 2-2015 00500-7of7 74 SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION I.GENERAL V,DRAINAGE DETAILS I TITLE SHEET 187 OVERALL DRAINAGE AREA MAP 2 - 3 INDEX OF SHEETS 188 - 196 DRAINAGE AREA MAP 4 - 5 EXISTING TYPICAL SECTIONS 197 - 204 HYDRAULIC COMPUTATIONS 6 - IS PROPOSED TYPICAL SECTIONS 205 - 213 STOWS SEWER PLAN I PROFILE 16,16A-(6KGENERAL NOTES 214 - 216 LATERAL LAYOUTS 17 - 18 SUMARY OF TRAFFIC CONTROL QUANTITIES 217 - 218 STORM SEWER LATERAL PROFILES 19 SUMMARY OF ROADWAY QUANTITIES 219 INLINE DETENTION LAYOUT SYSTEM A 20 SUMAARY OF DRIVEWAY 6 INTERSECTION QUANTITIES 220 DETENTION POND LAYOUT SYSTEM C 21 SUMMARY OF SOUND WALL QUANTITIES 221 DETENTION POND LAYOUT SYSTEM E 22 - 23 SUMMARY OF STORM SEWER QUANTITIES 222 JUNCTION BOX AOFFI DETAILS 24 SUMMARY OF TRAFFIC SIGNAL QUANTITIES 223 JUNCTION BOX AOFF2 DETAILS 25 SUBARY OF PAD MARK I ILLUMINATION QUANTITIES 224 JUNCTION BOX DETAILS MH CI4A STA 172.86.23 26 - 26 SUAWARY OF SMALL 510N5 225 JUNCTION BOX DETAILS YI C14 STA 173.16.30 29 SUMMARY OF LARGE SIGNS 226 JUNCTION BOX INLET CWS STA 169.63.00 30 SUMMARY OF SWP3 QUANTITIES 227 JUNCTION BOX INLET TWA STA 169.63.00 31 SUMMARY OF PLANTING 6 IRRIGATION QUANTITIES 226 JUNCTION BOX DETAILS 1114 CIS STA 173.51.89 II.TRAFFIC CONTROL PLAN 229 JUNCTION BOX DETAILS 114 520 STA 150.75.00 230 JUNCTION BOX INLET CEA STA 175.50.00 231 MISCELLANEOUS DRAINAGE DETAILS 9 32 TRAFFIC CONTROL.PLAN CONSTRUCTION SEQUENCE 232 - 233 STOP INLETS STANDARD DETAILS (CITY OF PEARLAND) 33 TRAFFIC CONTROL PLAN CONSTRUCTION PHASING OVERVIEW 234 STORM MANHOLE STANDARD DETAILS (CITT OF PEARLAND) 34 TRAFFIC CONTROL PLAN ADVANCE WARNING SIGNS 235 BEDDING 6 BACKFILL STORM SEWER STANDARD DETAILS (CITY OF PEARLAND) 35 - 40 TRAFFIC CONTROL PLAN PHASE I 236 MISCELLANEOUS SEWER DETAILS. MSD (HOUSTON DISTRICT) 3 41 - /8 TRAFFIC CONTROL PLAN PHASE 2 237 SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS. SCC-MD g , 47 TRAFFIC CONTROL PLAN PHASE 2A 239 - 239 SINGLE BOX CULVERTS CAST-IN-PLACE, SCC-361 18 TEMPORARY SIGNAL PHASE 2A 240 - 241 SINGLE BOX CULVERTS CAST-IN-PLACE. SCC-51,6o d 49 - 54 TRAFFIC CONTROL PLAN PHASE 3 242 BOX CULVERTS PRECAST MISCELLANEOUS DETAILS.SCP-MD 55 TEMPORARY SIGNAL PRASE 3 243 SINGLE BOX CULVERTS PRECAST 3'-0'SPAN.SCP-3 $ 56 - 61 TRAFFIC CONTROL PLAN PHASE 4 244 SINGLE BOX CULVERTS PRECAST 4'-0'SPAN,SCP-4 62 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SM 288 NB FRONTAGE RD 245 SINGLE BOX CULVERTS PRECAST S'-0'SPAN,SCP-5 C 0 63 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT HARRINGTON OR 246 SINGLE BOX CULVERTS PRECAST 6'-0'SPAN.SCP-6 64 TRAFFIC CONTROL PLAN HUGHES RANCH RO AT MILLER RANCH RD 247 MULTIPLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS, MC-IAD Y 65 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SOUTH HAMPTON DR 246 - 249 MULTIPLE BOX CULVERTS CAST-IN-PLACE, MC-4-23 O 0 66 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT BROOIUEY ST 250 - 251 MULTIPLE BOX CULVERTS CAST-IN-PLACE, MMC-5-20 67 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT W STERLING DR 252 - 253 MULTIPLE BOX CULVERTS CAST-IN-PLACE, MC-6-16 ' 68 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT CRYSTAL LAKE CIRCLE 254 CONCRETE WINOWALLA Pt W 69 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SOUTNNDOB/DR 255 CONCRETE HEADWALLS.CM-PW-0 70 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT BEDFORD AVE 256 - 257 SAFETY END TREATMENT.SETP-CD THE STANDARD SHEETS SPECIFICALLY IDENTIFIED '¢P X 71 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT KENSINGTON BRIDGE 258 SAFETY END TREATMENT,SETP-PD BY THIS SYMBOL (X) HAVE BEEN SELECTED BY NE 72 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT NORTH HAMPTON DR 259 PRECAST SAFETY END TREATMENT TYPE II CROSS DRAINAGE,PSET-SC OR UNDER MY RESPONSIBLE SUPERVISION AS BEING c v 73 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT HILLHOUSE RD 260 PRECAST SAFETY END TREATMENT TYPE II PARALLEL DRAINAGE.PSET-SP APPLICABLE TO THIS PROJECT. 74 MISCELLANEOUS TRAFFIC CONTROL DETAILS 75 BARRICADE ORATE DETAILS VI.UTfLI71E5 ,yam// 76 - /7 BARRICADE ANO PLANTION STANDARDS. BC(1)-I1-BC(12)-11 /'/y-/V„Mjr//J,{�.yM�� N TRAFFIC CONTROLL PLAN.. TCP 11-21-11 261 - 265 UTILITY LAYOUT , P.E. 9/5/2016 OS TRAFFIC CONTROL PLAN. TCP(2-1)-16 266 - 267 WATER STANDARD DETAILS(CITY OF PEARLAND) 90 TRAFFIC CONTROL PLAN, TCP(2-2)-18 MATTHEW BRAINEN, P.E. (W90B6B) DATE 91 TRAFFIC CONTROL PLAN. TCP)2-I1-I6 VII.ILLIRAINATION 92 TRAFFIC CONTROL PLAN MOBILE OPERATIONS UNDIVIDED HIONWAYS,TCP(3-1)-13 93 TRAFFIC CONTROL PLAN MOBILE OPERATIONS RAISED MARKER INSTALLATION/RENDVALI TCP13-3)-1/ 266 - 272 ILLUMINATION LAYOUT 94 TRAFFIC CONTROL PLAN MOBILE OPERATIONS FOR ISOLATED WORK AREAS UNDIVIDED HIGHWAYS,TCP(3-1)-13 273 ILLUMINATION DETAILS 1Q 8/30/2019 ADDENDA 3 95 - 90 TEMPORARY LARGE ROADSIDE SIGNS,TLRS111-17-TLRS(4(-17 99 WCRK ZONE SNORT TERM PAVEMENT MARKINGS. WZISTPM)-13 VIII.TRAFFIC ITEMS (00 - 101 TRAFFIC SIGNAL INSTALLATION. WZ(BTS-I)-13 6 waists-2)-13 102 CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES. COO (HOUSTON DISTRICT) R 274 CITY OF PEARLAND GENERAL NOTES 103 - 104 LOW PROFILE CONCRETE BARRIER PRECAST BARRIER (TYPE 2).LPCB-(3 275 CONDITION DIAGRAM HUGHES RANCH RO AT MILLER RANCH RD 276 - 277 PROPOSED TRAFFIC SIGNAL LAYOUT HUGHES RANCH RD AT MILLER RANCH RD III.ROADWAY DETAILS 278 CONDITION DIAGRAM HUGHES RANCH RD AT BRYAN CT 279 - 290 PROPOSED TRAFFIC SIGNAL LAYOUT HUGHES RANCH RD AT BRYAN CT §, 105 - 109 REMOVAL LAYOUTS 281 PROPOSED TRAFFIC SIGNAL MODIFICATIONS HUGHES RANCH RD AT FM 865 g 110 HUGHES RANCH RD SURVEY CONTROL INDEX SHEET 262 - 286 SIGNING 6 PAVEMENT MARKING LAYOUT g111 - 112 HUGHES RANCH RD HORIZONTAL AND VERTICAL CONTROL 287 - 289 SMALL SIGN DETAILS 113 - IIS HORIZONTAL ALIGNMENT DATA 290 - 296 ELECTRICAL DETAILS. EDI11-1/-ED(71-11 5 116 - 124 ROADWAY PLAN 8 PROFILE 297 - 298 DECORATIVE POLES TRAFFIC SIGNAL STRUCTURES (CITY OF PEARLAND) (25 - 130 MEDIAN LAYOUTS 299 DECORATIVE PEDESTRIAN POLES TRAFFIC SIGNAL STRUCTURES (CITY OF PEARLAND) 171 - 137 INTERSECTION LAYOUT 300 TRAFFIC SIGNAL DETAILS (CITY OF PEARLAND) 13$ MISCELLANEOUS DETAILS 301 - 302 TRAFFIC SIGNAL SUPPORT STRUCTURES. SW-100(11-12 6 SW-900121-12 9/5/2019 d 139 - 140 SIDEWALK DETAILS 303 - 305 TRAFFIC SI NAL SUPPORT STRUCTURES. OA-100111-I2-DMA-100(31-12 .a. A., 141 112 PAVING STANDARD DETAILS (CITY OF PEARLAND) 304 STANDARD ASSEMBLY FOR TRAFFIC SIGNAL SUPPORT STRUCTURES. MA-C-12 1,1 143 SIDEWALK STANDARD DETAILS(CITY OF PEARLAND) 307 TRAFFIC SIGNAL SUPPORT STRUCTURES MAST ARM POLE DETAILS. IAA-D-12 jiiii,•n 111 DRIVEWAY DETAILS (CITY OF PEARLANO( 300 TRAFFIC SIGNAL POLE FOUNDATION. TS-FD-I2 .rte.,.. �� ^• 1, 145 • •. •: .. - (HOUSTON DISTRICT) 309 STANDAR°ASSEMBLY DRAWINGS FOR LUMINAIRE SUPPORT STRUCTURES, LUM-A-12 116 - 117 • . .' , • 9*� • 4'�' 310 CLAMP OI FITTING ASSEMBLY FOR LUMINAIRE MAST ARA CFA-12 116 - 119 • . Q311 CONTROLLER FORMATION DETAIL.SO/SCID (HOUSTON DISTRICT) WON • 150 .EDGE DETAILS MAC PAVEMENT.TEI) CI-11 312 LOOP DETECTOR DETAILS, LOD(HOUSTON DISTRICT) 41 } '., it 1. 151 - ISI MAILBOX SUPPORT AND FOUNDATION MB-1511) 313 SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED ZAPS) 155 MAILBOX SIDE ROAD PLACEMENT AND TURNOUTS.MB-11(21 PEDESTRIAN SIGNALS.CD/PM(APS)PS (HOUSTON DISTRICT) 156 157 SINGLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS,I16-11(2A( MULTIPLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS.AB-111281 311 3(5 OVERHEAD STREET NAME SIGN MOUNTING DETAILS,OSNSI (HOUSTON DISTRICT) VIVDS CAMERA MOUNTING DETAILS,VC/AD (HOUSTON DISTRICT) City of Pearland,Texas 2 316 PEDESTRIAN WALKWAY DETAILS,Pt° (HOUSTON DISTRICT) HUGHES RANCH ROAD IV.SOUND MALL DETAILS 317 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS, SANGER)-QB yy 318 - 320 SIGN MINTING DETAILS SMALL ROADSIDE SIGNS, SID(SLIP-1)-OB-SMO(SLIP-3)-09 D 138 OVERALL 5011110 WALL LAYOUT 321 - 323 TYPICAL SIGN REQUIREMENTS. TSR(3)-13-TSRISI-13 INDEX OF SHEETS 15} ISO - 185 SOUND WALL PLAN I PROFILE 324 - 327 SIGN MOUNTING DETAILS,9012-1)-08-5MA(2-31-0S,SLOITY G)-08 106 SOUND WALL DETAILS 326 TYPICAL STANDARD PAVEMENT MARKINGS, PM(11-12 A u 329 POSITION GUIDANCE USING RAISED MARKERS, PM(21-12 a1 SHEET 330 PAVEMENT MARKINGS FOR TWO-WAY LEFT TURN LANES. PM(3)-12 rm.dM 9 24,41. 331 PAVEMENT MARKINGS(DOTTED EXTENSION DETAILS).PM(DOTI-II a,N, L) 0 332 MISCELLANEOUS STANDARD DETAILS(CITY OF PEARLAND) 0.,1, C..,, SUMMARY OF TRAFFIC CONTROL QUANTITIES 02620 02630 02710 02741 02762 02911 '•`� SET RC PIPE ASPHALT ASPHALT 0-OR NM BE ZN PAY 111 ZN PAY 9111 ZN PAY 911 ZN PAY HIR ZN PAY 911 VI PAY 911 ZN PAY 111 ZN PAY ELBA EXT MIN EXT ELIN EXT(LIN EXT ELBA EXTELIM EXT ELIY EXT STATION TO STATICN 1TI III (CL III) STAN BASE , STAB BASE TY-0 MK NOON ME ROPY ME REIM MM REAM NNE REMOY ME AWN ME NOM MIE BENDY PAY 1111E PAY MIR PAY ME PAY MK PAY ME PAY IRR PAY ME IDES 1)(NCP( 126 INH 109 2/0.0 84).101 21 1P1 841 P064-22 CLASS I CLASS I CLASS I CLASS I CLASS I CLASS I CLASS I CLASS I A MES {MES I MRS 6 MRS 1 MES 6 MES &MES (4,))(P1 16') 11'-22') 12') 09)1'1DOT) 111)1'1SL01 (9(1'(6LD) 19)2/'(SLD( MARROW 19/11010 (1(4'100T) 1714'ISL0) (1•) 1 6'1 1 6') 112'1 (21'1 (ARROW (9080) (CAI CLF) SY TON SY LF LF LF LF EA EA LF LF LF LF LF LF LF EA EA PRASE I 96.77.01 TO 103.00 133 133 103.00 TO 127.00 3,651 3.631 127.00 TO 151.00 1 4 3,013 3,093 151.00 TO 175.00 20 661 666 175.00 TO 111.00 2,991 2.199 1911.00 TO 206.21.01 632 632 SUBTOTAL I 24 11,579 ' 11.579 PRASE 2 96.77.01 TO 103.00 64 271 393 22 61 726 585 223 1,973 197 46 3 2 q 103.00 TO 127.00 152 A 2,406 23 4,276 3,671 20 y 127.00 TO 151.00 29 2,358 92 4,415 6,435 157 171 P 151.00 TO 175.00 116 113 2,133 54 4,301 5,073 705 263 3 3 M 175.00 TO 121.00 74 2r 100 N Jr HS 1,955 193 111 191.00 TO 20{•21.09 912 211 24 1,957 J,106 167 16{ 2 2 SUBTOTAL 116 , 346 64 10,764 393 453 65 19,678 21,127 223 3,193 197 $00 1 7 PRASE 2A l; 98.77.01 TO 104.00.00 271 271 31 310 31 1 323 .. SUBTOTAL 271 , 271 31 310 31 [ 323 PRASE 3 9 € 96.77.01 TO 103.00 ' 116 307 476 31 31 657 9 ^ 103.00 TO 127.00 391 3111 2,400 67 4,161 ' 127.00 TO 151.00 251 251 2,400 133 4,228 151.00 TO 170.00 , 347 347 2,400 63 4,121 173.00 TO 191.00 1,036 1,058 2,4C0 111 62 1 I 4,276 2 199.00 TO 206.29.01 s H 1,006 211 26 1,938 SUBTOTAL 2,062 ' 2,062 111 10,115 567 569 I I 57 19,414 S R PRASE 4 91.77.01 TO 103.00 64 515 24 61 840 1 : 103.00 TO 127.00 S7 4,199 127.00 TO 151.00 434,227 151.00 TO 175.00 42 4,150 175.00 TO 191.00 39 4,212 191.00 TO 206.29.91 100 36 I I 51 1,849 SUBTOTAL , M 615 243 1 I 112 19,277 TOTAL 1 I 24 I =II 311 I 303 I 21,961 L 1,595 I 1.265 I 2 1 2 I 265 1 58,691 I 24,127 I 223 I 3.115 1 1117 I 600 I 6 1 7 AL AL AL t I Q2 8/30/2018 ADDENDUM 3 u ,L 8/21/2018 ADDENDUM 1 F 1 •slip is Lif1;14 gi a= City of Pea and,Texas .5 Y F HUGHES RANCH ROAD 'A SUMMARY OF TRAFFIC Y CONTROL QUANTITIES l,B+2 OF 2 '... 03.4,1111, N1rtQT iy ... ' 1 V SEuw2 A SUMMARY OF ROADWAY QUANTITIES 132 360 520 534 510 02200 02315 02316 02335 LAYOUT 6006 6043 6004 6002 SHEET STATION TO STATION ODMANMENT COOK PONT LANDSCAPE CONC MAILBOX PREP EXCAVATION EXCAVATION LIKE TRT N0. (FINAL) (CONT REINF) PAVERS MEDIAN ROW (DETENTION POD/ (ROADWAY) (EAST MAIL) (DENS CONY)(TY C) (FAST 79X)113') 1/') CY ST SY ST EA STA CY CT TON © SY es I 100.21.97 TO 110.00 322 651 395 se I 9.70 70 109 6,050 2 1)0.00 TO 122.00 143 503 12.00 ,361 137 7,594 3 122.00 TO 131.00 961 567 105 12.00 -11! 52V 134 7,5/1 4 134.00 TO 146.00 2.160 472 Ila 12.00 536 139 7.75) s 146.00 TO 159.00 1.679 451 36 12.00 511 • 6,011 6 156.00 TO 170.00 2.076 146 137 4 12.00 2.731 736 A 139 7,735 7 170.00 TO 162.00 ��.,] 424 157 1 12.00 1 1148 s 162.00 TO 194.00 ,T,24\ 390 246 I (2.00 6j0�� f,S 15 /7'7 9 111.00 TO 206.21.46 , 940 261 (tT (2.21 .3,629 j .1,797 -, TOTALS ``'14,031,, 659 7,fQ 1,0]3 7 l os.9f 'f,776 1 S,/7! ? ..ME►ROW SNALL INCLUDE SIDE STREET TIE IN?t /Q �+� r 2 2 2 a A 1 : 1 SUMMARY OF ROADWAY QUANTITIES LAYOUT 02514 02632 02710 02741 02751 02770 02771 02121 02122 E SHEET STATION TO STATION ADJUST ADJUST ASPHALT STAB 0-0R 160$ CONC PAY CONC CUM CONC CUM CONIC PEO HYOMMILCH BLOCK S00 B NO. FIRE VALVE MSE(OR 2) 77-0 1301195011 F) 612102) 100 SIDEWALKS RAV SEEDING X HYDRANT (PG 64)(10') P044-22 12') 110') ITT II) (4') .1 (YOIT 6 HEIDZ) (VERT A 11011121 EA EA ST ST ST LF LF SF EA AC SY 0 u •• 004 0000 0004 1 100.21.97 TO 110.00 2 ,777 1.636 1.669 10,717 1 0.52 1,005 S R 2 .0.00 TO 122.00 4 1,010 2,423 2,186 13,446 3 0.94 1,220 3 122.00 TO 134.00 2 6,721 2,375 2.631 (3.7)3 9 O.SS 943 : 4 171.00 TO 111.00 3 {`1-23- 2,513 2,151 13,318 4 0.10 3.017 6 11{.00 TO 170.00 3 [7 2,350 2,044 13,672 0.20 2,671 6 I56.00 TO 170.00 xl I{ [47,171 2,719 2,044 u,6H s 1.77 2,671 7 170.00 TO 192.00 1 102 74 7,561 2,407 1,059 12.246 f 1.35 2.025 9 162.00 TO 114.00 26 17 7 2,314 2,096 11.479 - 4 0.59 2,009 9 (94.00 TO 106.21.09 4 1 1 2,460 2,312 6,000 3 0.97 3,732 TOTALS 19 0 141 109t34'• 21,729 11,321 117,536 34 6.47 20,443 9E 4AE UTILITY LAYOUTS FOR LOCATIONS RIM AS REQUIRED BY 7PECIF CATIONS SMALL BE SOISIDIMY UNDER ITS PERTINENT ITEMS. R.n A SUMMARY OF ROADWAY REMOVAL QUANTITIES LAYOUT 02220 SHEET STATION TO STATION REMOVING REMOVING REMOVING REAMING REYDVINO STAB REMOV REMDV REMOV RENON OEMOV Q 8/30/2018 ADDENDUM 3 940. CONC CONC CONC CONC BASE AND ASPM 5TR ST9 579 STR(BRIDGE MAILBOX h (PAW) (RIP9AP) (SIDEWALKS) (CEIVEWAYS) PAY 18'-20'I (INLET) (SET) (PIPE) 0-99 FT LENGTH) I 8/23/2018 ADDENDUM 1 (ALL SIZES) g ST ST SY ST ST EA EA LF EA EA j 1 100.21.117 TO 110.00 238 3,530 6 367 1 ill"""""...".'"' I 110.00 TO 122.00 134 11 1,509 197 3,180 I 7 419 `y1 2 122.00 TO 131.00 252 533 3,234 2 5{ 2 131.00 TO (46.00 160 975 3,232 1 6 465 . 3 1411.00 TO 109.00 694 294 4,313 2 220 1 "11.11 19 'tA 3 (58.00 TO 170.00 91 292 352 1,091 2 259 4 0 1 170.00 TO 192.00 16 (21 3,101 2 290 1 1 192.00 To 191.00 3,625 2 5 301 I City of Pea and,Texas iti 3 5 194.00 TO 2011.29.09 313 4,732 3 5 459 HUDHES RANCH ROAD b! TOTALS (.250 27 3,646 1,197 33,034 17 27 2,892 1 7 SUMMARY OF ROADWAY QUANTITIES I MJNWNEEI 1 d f e.r MM.. 'w• n 00. ..x 19 SUMMARY OF DRIVEWAY & INTERSECTION QUANTITIES 0277 360 a ROADWAY 6043 4.P PLAN ANO ORT DRIVEWAYS *CONC Miff PROFILE NO. STATION STREET NNE LTIRT (COIICI ICOR REINF/ SHEET NO. (FAST INK1113.) 1 i ST ST 1 I 100.94.56 LT 122 I 2 101.74.52 LT 41 I 3 107.44.33 LT 51 i 1 4 105.24.61 RT SI 110.40.41 50013008W DR L7 734 S F s 110.23.7{ RT 64 9 { 113.52.04 67 131 N i 122.60.66 NARNINOTON OR R7 425 5 n 126.65.S{ BEDFORD OR LT 422 133.35.93 MILLER RANCH RD RT 454 Y 142.67.13 RENSINDTON BRIDGE LT 701 g e _ 142.67.13 SOUTH HAMPTON OR RT 736 R 7 154.23.45 RT 109 ds 4 156.93.23 NT 106 a 134.36.57 BRIAN CT RI 9 154.23.19 Al 43 10 140.12.04 R7 74 1{2.3{.16 NORTN HAMPTON OR LT 649 11 162.14.54 RT 35 12 162.0.66 RT 35 13 144.40.34 RT 46 173.34.62 WROORNEY ST RT 377 14 173.66.03 LT 76 IS 173.42.49 RT 51 14 176.39.41 LT 146 17 177.43.91 LT 154 E 177.45.43 ■STERLING DR RT 429 ,0 a II 19.57.67 LT 70 1.429A _ 1611.37.60 LINDA LN LT 163.14.44 CRYSTAL LANE CIRCLE RT 245 II 143.14.17 LT 70 20 164.63.43 L7 104 _ 21 145.59.11LT I06 111.31.29 NILLNO/SE RD LT _ _ 424 E 22 197.12.61 LT 214 G TOTALS 1 1140 Mt Q 8/30/2018 ADDENDUM 3 6 ;Avow:: AM) • 7^•1• • • AL S S • t5 ' 0 -E ?D ONLY • AS- •• TE £$ A tun "`..:..-..r.. .— a S City of Pea and,Texas 1S HUGHES RANCH ROAD aI a, SUMMARY OF ORNEWAY 5 INTERSECTION QUANTITIES ', � aur 1v i df w�..-.�.._ Gan .,nw' ..... 20 a. uP.w orI. SUMMARY OF STORM SEWER QUANTITIES 432 01564 01570 02252 02311 02342 02603 02629 02630 STORY 6010 SEWER STATION TO STATION RIPRAP CONTROL OF TRENCH CEM CEIENT STRUCT MANN GALVANIZED SET(TY 11 SET SET SET SET COW BOX CONC 60X COIC BOR CONC BOX p 1 p (CONC) 01OUID WATER EXCAVATION STABIL STAB SANG EXCAV (COPE) STEEL 15.5 FT) ITY III (TY II) (TY II) (TY II) CULV CULV CULV CULV SHEET (CL B) AND PROTECTION 511N0 6XFL • (TY CI FOR RCP (50.3 FTI (12 IN) 119 IN) (24 INR 130 IN) 14 FT X 2 FT) (4 FT X 2.5 FT) 15 FT X 2 FT) (6 FT X 3 FT) NO. 15 IN) SURFACE BKFL (INLET OR ORATE (4.))(CI (RCP) (RCP) (RCP) (RCP) WATER MN) (6111(P) (6111(P) (6,111P) (3(114C) CY LF LF TON TON CY EA EA EA EA EA EA EA LF LF LF I,F DRAINAGE SYSTEM A 1 100.21.97 TO 110.00 3 1,554 1.564 2.210 T 84 3.610 1 2 9 952 2 110.00 TO 122.00 1,680 1,880 2 •7 75 3,449 2 1,566 3 122.00 TO 134.00 3 1,732 1 132 P.,. 57 2,906 2 1 SUBTOTAL 0 5,176 5,176 /11 6.1 216 10,126 4 2 2 9 2,416 1 1 DRAINAGE SYSTEM 8 4 134.00 TO 146.00 24 1.472 75 1,749 $ a 5 146.00 TO 158.00 24 964 964 1,736 65 2,349 9 641 6 136.00 TO 162.50 6 364 20 499 2 2 I SUBTOTAL 54 964 894 3,393 190 4,596 19 2 641 R DRAINAOE SYSTEM C 6 162.50 TO 170.00 9 57 1,163 3 130 66 1 170.00 TO 162.00 5 239 239 I, 24 75 1.619 1 3 I 10 I 70 232 aw6TOTAL 11 239 235 412.846 (33 2.761 1 6 ( A 10 1 200 300 i DRAINAGE SYSTEM E WEST 6 (82.00 I TO I 192.00 3 1,309 1,306 1,153 57 1.872 1 1 S 5 3 SUBTOTAL 3 1,309 1,306 1,153 57 1,672 I 1 5 W a DRAINAGE SYSTEME EAST 5 9 (12.00 TO 114.00 90 90 43 20 104 9 194.00 TO 206.29.09 3 2,169 2,191 1,637 66 3,781 3 1 2 W SUBTOTAL 3 2,289 2,269 1.890 85 3.985 3 1 2 $ 1 I TOTALS I 14 I 8.956 I 9,1S6 I RRl161)1 672 1 23,259 I 91211111 6I 17 1 2 1 1 1 841 1 9 I 300 I 2 s *FOR CONTRACTOR'S INFORMATION ONLY Q A F e I Qi 9/05/2018 ADDENDUM 3 F WM«Tc.s. ,.,, a. 41411.41 iii 51 City of Pea and,Texas .R HUGHES RANCH ROAD 1 6 SUMMARY OF STORM S I SEWER OUANTRIES iMEET 1.1 .. 0.2411411 22 .....r �yyy or., U.O. !w SUMMARY OF STORM SEWER QUANTITIES 02630 02631 02633 03310 STORM SEVEN STATION TO STATION RC PIPE RC PIPE RC PIPE RC PIPE' RC PIPE•RC PIPE-RC PIPE RC PIPE RC PIPE NC PIPE ' RC PIPE INLET INLET INLET 9�y� HEADWALL ADJUST ADJUST JUNCTION (COWL)6 P ICL III) ICL III) ICL III) (CL 1111 ICL III) ICL 1111 (Cl.III) 1CL III) IELLIP) IELLIPI IELLIPI (COYPU (COL) MAINTENANCE •116 A6V ICH-PN-0) INLET MH BOX SHEET 112 IN) 115 IN) 116 IN/ 124 IN) 130 IN) 136 IN/ 142 IN) 116 IN) (CL III) ICL III) ICL I111 ITY AI ITV C) BERM - ) /0I016IN) (SPL( NO. (DES II IDES 2) IDES 41 Li LF LF LF LF LF LF LF LF LF LF EA EA EA EA U EA U EA DRAINAGE SYSTEM A 1 100.29.117 TO 1 110.00 SSI 270 242 270 380 2 6 1 1 I 2 110.00 TO 122.00 520 1,125 / 3 6 I 3 122.00 TO 134.00 16 1.200 626 4 1 SUBTOTAL 1,097 1.470 2,193 0 270 360 5 16 2 1 2 DRAINAGE SYSTEM B 4 134.00 TO 146.00 10 81 300 1.080 494 I a S 146.00 TO 156.00 34 SS • 74 600 911 6 1 I 6 156.00 TO 162.50 SSI2 13 266 260 2 1 y SUBTOTAL 55 56 111 640 1.340 1,435 lI 1 I 1 11' DRAINAGE SYSTEM C 11 i 6 162.80 1 tO 170.00 )L 393 303 4 2 1 170.00 I TO 162.00 `/j�]00�� 11 260 S {20 S 1 4 I SUBTOTAL 387 14 633 1,161 928 9 I 6 1' 1 i DRAINAGE SYSTEM E WEST 6 162.00 I TO I 192.00 206 1,296 IS _ 6 9• € SUBTOTAL 206 1,296 9S 6 9 DRAINAGE SYSTEM E EAST $ 112.00 TO 191.00 74 I 2 ▪ I 191.00 TO 206.211.09 536 1.730 241 6 ! SUBTOTAL 610 1,730 241 8 g S I TOTALS I ID I 56 I ti :21 4.496 I 2.302 I 250 I 270 I 360 I 1.293 I CD I 2.380 I S I S/ I 2 I I I 11111111 > A A A 1. 1 1 IQ 9/05/2018 ADDENDI4 3 T-i 8 P tI a City of Pea and,Texas i R HUGHES RANCH ROAD 9 i g SUMMARY OF STORM SEWER OUANTITIES SMUT 1 Cf 1 I w» u NIXv.,.: MINUS" WEFT iw P.F. L 804 SCR•DI SUMMARY OF PAVEMENT MARKING QUANTITIES /��\ 02562 / Df LAYOUT 6212 6217 I 6224 6224 SHEET STATION TO STATION REFL PAR ARK REEL PAR MK REEL PAR MR REFL PAY MK REFL PAR MR REEL PAY MM REFL PAY M1 REFL PAV MRK REEL PAV MRK REFL PAV MK REFL PAY MK REFL PAR MIR REFL PAV 1/11. PAVEMENT PAVEMENT 100. TV I (4) 4' TT I (W/ 4' IT 1191 4' TT I (51 9' TY I (W/ 12' TT I 191 24' TY I (TI 4' TY I IT) 24' TY I (1I(ARR0111 TY I (Il TY I IS)(5050) TT II CO 12' T II MTI SEALER SEALER 10011 11006111 (IRK) (I001(ILI (5101 (1005111 (SLIM 11005111 (510) (1005111 (SLOP 11001111 (SLDI ((005(L) (5101 (1005111 (1000111 (Dal ARROW/ (100021) J 1510) (MED NOSE) 4' 8' LF LF LF LF LF LF LF LF EA EA EA `CB 'tX'--- LF LF 1 94.77.01 TO 122.00 119 1,012 913 311 247 306 3 3 3 311 (J ( 1,433 913 2 122.00 TO 146.00 1,039 86 488 441 190 II 7 7 1,550 3 1,147 448 3 146.00 TO 170.00 1,101 40 395 IN 346 23 4 4 1,3691 1,172 395 4 170.00 TO 194.00 1,107 844 554 87 11 10 2,180 3 1,107 444 a 194.00 TO 209.77 511 87$ 292 $4 857 45 7 6 767 I 1,376 676 P TOTALS 111 4,784 129 3,516 2,314 1168 1,205 45 30 3 30 6.177 13 6.235 1,516 I o i i i i - t SUMMARY OF PAVEMENT MARKING QUANTITIES `� 1 446 672 02141 LAYOUT 6226 6230 4007 6001 6010 6019 ▪ SHEET STATION TO STATION PAVOEM PAVEMENT REFL PAR REEL PAR REFL PAV TRAFFIC MIN EXT PAY ELI6 EXT PAY (LIN EXT PAR ELIN(XT PAY ELIO EXT PAR PAY SURF PAR SURF PAY SURF PAR SURF E NO. SEALER SEALER 1411111 MKR KKR DUTTON MRK 6 MK5 MRK 6 MOOS MK i MRS MR IISIS MK 1 MKS PREP FOO PREP FOR PREP FOR PREP FOR g g 12' 24' IT I-C T II-A-A TY 11-C.01 TY 8 (4') (S') (12') (24'1 (WORD/ MR (4'1 MRK 18') MK (12'1 MK 124'1 LF LF LA EA EA EA LF LF LF LF EA LF LF LF LF d v I 98.77.01 TO 122.00 710 247 78 f 1,433 913 710 247 2 122.00 TO 146.00 2,435 110 76 5 2 1,147 486 2,435 190 3 146.00 TO 170.00 1,563 348 75 3 1,172 315 1,363 348 4 170.00 TO 164.00 2,734 47 44 2 1,107 844 2,734 87 9 (94.00 TO 209.77 1,041 141 6 37 37 4 10 10 130 38 1,376 198 1,041 141 TOTALS 8,49) 1,013 6 37 332 20 10 10 130 38 2 4,235 3,518 8,491 1,013 E R 1 SUMMARY OF ILLUMINATION QUANTITIES £ 416 618 LAYOUT 6001 60460 9/04/2019 ADDENDUM 3 t; SHEET STATION TO STATION DRILL SHAFT COROT (PVC) 7 N0. (II IN) (SCII 80) (2'( LF LF ,o,,,,.,.,,,.,.,. 1 100.29.17 TO 122.00 70 1.914 2 122.00 TO 146.00 49 2.778 3 148.00 TO 170.00 56 2,222 Y 4 170.00 TO 194.00 7 4.467 Ile.511 a 194.00 TO 206.29.06 2,194 �`V•313y I TOTAL 192 13.565 City of Pea and,Texas 'E S HUGHES RANCH ROAD 2I 'a i SUMMARY OF PVMT MARK 6 ILLUMINATION QUANTITIES .3. •- iHT 1 R 1 tEET 011.241,1112 S ��yy -M tl1.N Zu off: SUMMARY OF LARGE SIGNS El � 1 PLA 5 SUBSTRATE MONDMystic 6 w SIGN s OTN d (SO FTI 'X'OIh[MSial O GALVANIZED STRUCTURAL STEEL DRILLED:Ho::T fl a PLAN SIGN BACK- SIGN ArlACIeKNrS TYPE OF C/- 1.. SHEET N0. GROUND SIGN TEXT DIMENSIONS N GROUND OVERHEAD MOUNT post post post LINEAR FEET TOTAL LINEAR ET a.� rose,N0. CWOR OIRECi TYP MOUNT ITTPE 01 O O Oj SIZE post post Post OO0LB�Tp F24"bEICED 76"O I I Y= NI.r : APPLY (TYPE ALUMINUM 17TPE GI 3343 1 2 GREEN �` 7.0 X 7.0 EXIST SIGN 121 0.75 0.75 S4X7.7 14.75 14.75 297.6 7 Co The'K'OlaenSlen Is the el.vOrlen 1 41baa difference at the post between the e'lli. a A ground ma the....Of pavetent or too of e. Sipa supports shell be,orated as Y shown shoan the plows, except that the `linear may shift the sigh euppprtb. Rhin design guidelines, .here aF noceesary to sear.a wore desirable location or to avoid conflict with F - Dutilities- Liles.other0 show Maon ' the plena, the 5 Contractor 4X011 II I, .tote ad the Engineer will verify all'ice,support locations. 0 6 The oust length.I Isted tore are dppQtxSAot,ens, The corrected post t$ length.wl Il be ftwnl stud by the g contactor after the stud poste e6 are olaced. Tower heights shall be verified oao with the Engineer before fariaa- on. 1,:§1 R Thu.col.,Is for oluninw Type a are not direct apply. pirate cooly I.SWeidlary to Suethe sl.. **for contractor's Information only. y'g fi PParent for relocation of 3 Ieting large PIgn Shall be polo f Y,e far udder 1ton 647-6002 RELOCATE F LRSA by the EACH. N Q t SIGN TYPE ' Rind 05.ipn Zone Series No, r0 Alun,rKMF'berg l as. n SIGN TYPE 170 1 AItSOI0Mn 2 Flberglaee .,.of Poste VSee sheet 9.0111111 B - T, Q 8/30/2018 ADDENDUM 3 s SUMMARY OF ori LARGE SIGNS 13 tg SOLS I1opal Ile l,el :..- --,1:3';..l .„i_ . ,i-,5 I-o4 11.9S 9-0111 - t ....tl0pl 5-o1 o„1wr s100. r 1” 091'31 311 CR 403 297.6* 7 3f an, saes ws,.. or PAGE TOTALS PAGE TOTALS leu BRAZORIA 29 -, r IB SUMMARY OF PLANTING AND :: t •l • ' I 02441 02441 02441 02441 02450 02450 02460 02460 02460 02490 02460 02460 02460 IRRIGATION MUM WATER BORE CRAPE LIVE OAK DRAKE COTTON MONTEZUMA TREE-FORM TREE-FOAM DWARF BICOLOR SHEET SYSTEM STEEL METER/TAPS AND MYRTLE 165 GAL) ELM 111100 BALD WAX TAMPON BOTTLE IRIS N0. COVLETE CHANNEL A FEES E 'TUSCARORA' 165 GALI 105 GAL) CYPRESS MYRTLE (45 GAL) BRUSH /1 OAL) WA (45 GAL) 165 GAL) (45 0AL) 15 GAL) 4 LS LS LS EA EA EA EA EA EA EA EA EA 'y 1 6 5I 136 a 1 6 6 10 19 5 S 6 4 U/� /� A 3 3 5 7 6 VA '§ 6 5 5 3 3 4 25 J3 TO ALS I I I 1.175 12 II 23 24 36 46 9 A A 5 k A a S i' d C SUMMARY OF PLANTING AND IRRIGATION • 1 ITIES wwwmimmiimosom••••s!s :U ( LIMP(!ji/ ASIAN LIMP( ROOT EXTERIOR SHEET •T' Q JASMINE 110AL) RAINIER MAINTENANCELAIOSCAPE N0. 1 II GAL/ ..1 MAINTENANCE A EA EA EA EA LF mo IIIMIIRIIIIMIIM s� _ IIMINIE ©� Mme• �w��t. 2[: iIIAIEBZINEVE=111MMIIIINI �nai��i iIIIIIMINIIIIIIIIIII assssr1111ass1111111=11111Mlikom■ lM02111a� s:t�LI1� F SSE MM[ E0 F A A A A A• Qi 8/30/2018 ADDENDUM 3 oeron..T o iiy t . 1/ow 16 E T City of Pearland,Texas gg i W HUGHES RANCH ROAD d ti SUMMARY OF PLANTING A $V IRRIGATION QUANTITIES �....�..- tem 7 Cf 3 "'..": WEED """' 31 �y s.� D� 5050 p4 LEGEND ///J PERMACONSTRUCTIONNENT PAVEILNT !I .. A TOPORART►AVDENT •♦A CONSTRUCTION PROP FAST TRACK CPC A . . PAVEMENT CONSTRUCTION k 1Q ® CUT i RESTORE L STA 102.05.00 (TEMPORART) PAVEMENT I.1. : TEMP GRATE RELOCATE EXIST SION STORM SEWER TRUNKLINE A.:iI ..... TSEE NOTE 1 ® 4%7 DIRECTION OF L E%1STINO TRAFFIC 1[4:ti.. CUT i PLUG EXIST RCP • DRW • �� I N BEGIN ROME EXIST RCP • f6 t STA 101 13.T1 .......... Ci; T SION r 32.»' Lr .ti '`" I CUT i RESTORING PAV IASPHI H TYPE III BARRICADE 14 ST PORTABLE CHANGEABLE MESSAGE SIGN ■ SEE NOTE 2 a .... : INLET • 40 STA 101.67. 40 ♦ R �.. TIDO:MARY DITCH ' ............ ........ ................ I-- _ E%IST ON • el . F - __. . 0 PERMANENT DITCH - iAt + OF LOW PROFILE CONCRETE BARRIER . a C 6 _N 0 WK ZN PP/MIA ROM /Tl�'(XO) 9 ,,,• — s -- NIR ZN PAV ROM )R R ROM�� ,. -- 8: 1 ...b...._r �. �J © BR ZN PP/MR REMDY (T14'100t1 N i � � _ .�u - -_Pigoe�z 0 RK ZN PAY MRK RO10V (W14')DOT) FM SEE NOTE 4 I.- ® BK ZN PAY IRR REMDV IYI4')BRA) '.1W ... I HUGHES NO CUT i RESTORING 1D BK ZN PAV MIR READY 1W )B 14' RK) g R .••••• �W :BEGIN PROJECT -• PAV IAS►X) STA 100.24.3 637 SY © BK ZN PAY MIR RFYDV IBI/'(SLD) :-t �J.W %•3,I I4,1».N37'� SEE NOTE ® BR ZN PAV MIR RF1DV IY/N'ISLO) ..+''/ 1 T•13,774,443.4774 !,..1 I CURB INLET BASE AND UK ZN PAV MPF REYDY IB124'ISLD) 1 I LATERAL INSTALLATION ONLY O E%IST PAV MIR TO REMAIN COYER AND SECURE © BK ZN PAV INR REYOY ON(ARROW) p WITH STEEL PLATE OR Q ' OTHER APPROVED COVER Q WE ZN PAV MRK REMOV 111/00101 0 50 100 iI ) Q i .i ) SCALE: 1•• • 100' b, ERIC H.LIU S /%p•, •107502 .4 9 ,ON.... 1/0/2014 NOTES) lir I. TEMPORARY ORATES SHOULD BE PLACED ON DESIGNATED iiiii;::=.....17:'"....„ INLETS AND WILL/E PAID FOR BY ITEM 02003. 'o REMOVAL OF THE ORATES ARE INCIDENTAL TO THE j PLACOEMT OF THE INLET OR MANHOLE. SEE TEMPORARY GRATE DETAILS AND MISCELLANEOUS TRAFFIC CONTROL -.• DETAILS FOR INFOMATION. 4'111 IN 2. SEE MISCELLANEOUS TRAFFIC CONTROL DETAILS FOR CUT►RESTORE DETAILS. City of PBaAand,Texas 1p 3. CONSTRUCT TEMPORARY PAVEMENT WIDENING USING FLAGGING HUGHES RANCH ROAD iOPERATIONS AS SWAM ON TCP11-21-111. + 4. TRANSITION TESPO ART PAYMENT CROSS SLOPE TO MATCH TRAFFIC CONTROL PLAN SIDE STREET/DRIVEWAY CROSS SLOPE. MILL OR LEVEL UP PHASE 1 EXIST PWT AT SIDE STREET/DRIVEWAY AS APPROVED BY sac 1 OF N u THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT BE PAID •*•Ps-••--'"•1�N11 NW i51▪ . FOR DIRECTLY BUT WILL BE SUBSIDIARY TO VARIOUS o,.SEN) • 35 i -� PERTINENT BID ITEMS. Q B/30/2018 ADDENDUM 3 ,w.CO HO LEGEND I r[xa[[ V//J PERMANENT PAVEMENT L"'" RELOCATE r /I CONSTRICTION OW [AMP EXIST - _._ _...._.. .OP.4►.� TORARY PAVEMENT Al r sip. CONSTRUCTION •CUT 1 REST0111ND PAX (ASPM -STA 107.16.50 CLOSE SIDEWALK DURING . PROP FAST TRACK CONC 20 SY TEV ORATE . CONSTRICTION OF STORY / ►AVOENT CONSTRUCTION SEE NOTE 2 TO-37.92 :I/SITAC'IllgilT071TCH SERER Ab TEP PAVEMENT. MATCH EXIST DITCH STA 110.0),12STA 110.00.1] Q ® CUT f RESTORE SEE NOTE 1 )9.50' LT 46.00' LT 1PAVEMENTQ STA 106.01.1] Q STA 112.6].001 R.3)• TEP GRATE STORY 5E1ER TRUIKLINE TEP DITCH 1• TO•54.02 ENO TEP DITCH STA 104.47.00 STA 105.90.00 Q END TEP DITCH BEGIN TOP DITCH SEE NOTE 1 STA 114.02.00 DIRECTION OF TEP ORATE 34.12' LT 1 STA 101.60.00 STA 111.14,00 77.66' LT 41 . EXISTING TRAFFIC TO 31.50 2.34.01 10.21' LT •1f' 54.60 )2 LTSEE MOTE I EXIST ROW (.54.42 2.54.54 (• . DRUM • SIGN o�V Tf��A��►!®+A�®TmO�+aAa4o r+o� a! !.9?r�:':•T�T��T1w4��T��. . .��T6�� +�:.LA� A� r • • r��ir�� H TYPE III BARRICADE IE M _ - _ -- - D. PORTABLE CHANGEABLE MESSAGE SIGN 4 v .,.T - -_- -- -- ` - ~ - INLET e tn 3� � 'EX I6T Row 1 ..... ^.r- • MANHOLE _ !1! _ If -- _=� -I TEMPORARY DITCH 7 -I MATCH EXIST DITCH - --___ _ _ _ __-_ -_ -_ _. PERI/ANENT DITCH STA 104.11.22 PROP ROW E.HUGHES RANCH RD SEE NOTE 4 I▪ � STA 104.47.00 A STA 107.10.50 ! `` . . LOW PROFILE CONCRETE BARRIER I TEV GRATE GRATE TOS•54.55 STAO10/.1E„EXIST DITCH STA TEV100.63.00 0 ATE SYSTEM A INLINE DETENTION 3 i TO.54,55 SEE NOTE I TG GRATE Q WK ZN PAR IRK ROAN (Y14•ISLDI SEE NOTE I r HUGHES�H RA SEE NDTE I ® E ZN PAY WK ROAN (P14'(OLDI j E MATCH EXIST DITCH 9 STA 10]•0].00 §I100' EXIST ROW IIS © WE ZN PAY Milt ROAN 14'(DOTI Hi 1E01N TEP DITCH 24' 1 It 06 ZN PAX NMR ROAN (Ra4'(DOTI N .0 STA 103.75.00 '' 40' I 10' IO' - 35.00' LT Q1 TOP EXIST EXIST I% ® RK ZN PAR 1618 ROW (Y14'IBRRI 2.34.3!' I PA LANEnLANE O WE ZN PAR MR(ROAN IRI4•(MRI gR VARIES v 4 F C v it WR ZN PAY MRK RDAV IW10'ISL01 t .. _.. _ -- -- L �--_ _ 4TA 41.24'12 L90.iT BEGIN TEP DITCH Q CONSTRUCT PORTIONS OF K ��S5p►HNAALL TT LT- © AR ZN PAY MRK ROAM IYI21'15LD1 STA 115.42.00 AS RMOSM TR NKLINE 6F•A4NALT S�AlTSE O WK ZN PAX NARK NEMOV (RI24'(SLD) 36.34' LT 1 1..55,42 SECTION A-A 0 EXIST PAR MR TO REMAIN CLOSE SIDEWALK DURING NTS © RR ZN PAY MRK ROAM IRI(ARRORI SEWERRICTION OF STORM WK ZN PAY MRK ROOT (RI(WORO) SEWER AND 70P PAVEMENT. STA 121.63.00 CUT I RESTORING PAR (ASPM 0 50 100 TEP DITCH W TO?ORATE 16 SY I MATCH EXIST DITCH STA 121.65.65 TO•50.22 SEE NOTE 2 W STA 116.53.76 ' T SEE NOTE I .4' > SCALE: I” . 100' STA 111.63.00 .). 2 END TEP DITCH •'c.'OF 1 1 TOP ORATE STA 121.37.00 .�1P� Eke,; -�A TO•84.77 36.61' LT *.' 1[l/ 0 SEE NOTE/ 1.55.74 ;*.' ::t, G, 1 EXIST ROW __T __ __. _„ - 101: 8 EPIC N. LIU n • ^j1( .. ... ..... .. .. .... '11150 i,�: 107502 :�: $ 4 .0 . •••4•.LA• ♦ 4♦'•• ♦ ♦••••••••••••••••••••••••••••••••••••••IM••••••••••••••••J _, byE,}/oCENS>'0 •• N _ _ - 1.x-1-�- - >L - - - - ---f>s � 1.1 .. 120.00. ,... " ... ..1.23.00 ..�....- . .... SEE NOTE 4 A J -- ........ .< -- __ 1t J M/2016 = EXIST ROW R NOTES. Q U STA 120.77. ..........= s,...,.."...�w� TIM 3 F CUT►RESTORING PAX OSPH1 IO.fO' LT •• 'W'•n,r� 11 SY A 2 • HUGHES RANCH RD o 1. TEPORARY ORATES SHOULD BE PLACED MI DESIGNATED ...��.,W� SEE NOTE 2 == INLETS AND WILL BE PAID FOR BY ITEM 02603. "'"" &y F REMOVAL Of THE ORATES ARE INCIDENTAL TO THE -A 12 PLACEMENT ORATE DETAILSTHE ANDINLET MISCELLANEOUS TRAFFICMANHOLE. SEE CONTROL �� STA 113.22.50 I i DETAILS FOR INFORMATION. 'i't1IT I/ TEP ORATE TO•31.77 I T 1 2. SEE MISCELLANEOUS TRAFFIC CONTROL DETAILS FOR 1.m SEE NOTE 1 CUT I 5551 5 DETAILS. CO of PBarland,Texas S 3. CONSTRUCT TOPORARY PAVEMENT WIDENING USING FLAGGING HUGHES RANCH ROAD • OPERATIONS AS SHOWN ON TCP(1-21-11. Z 1 4. TRANSITION TEMPORARY PAVEMENT CROSS SLOPE TO MATCH TRAFFIC CONTROL PLAN `� SIDE STREET/DRIVEWAY CROSS SLOPE. MILL OR LEVEL U' PHASE I - . EXIST PMR AT SIDE STREET/DRIYERAY AS APPROVED BY war 1 Of[ y 2 THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT BE PAID _"""•��• 0..aawn WWn FOR DIRECTLY BUT WILL BE SUBSIDIARY TO VARIOUS •N01[ 6 _1' PERTINENT BID ITEMS. 0 9/05/2018 ADDENDUM a.., ycnm LEGENQ PLACE S/O LF OF WATER BALLASTED ,,,,/,,,,,,,, PERMANENT PAVEMENT BARRIER ADJACENT TO SIDEWALK. SPEED CONSTRUCTION (SEE BC(1)-11 STANDARD/ LIMIT _ PLACE 537 LF OF WATER BALLASTED RDi "BARRIER ADJACENT TO SIDEWALK. .�♦�� CPAVEMENT 30 21'X30' ISE(BC U1-11 STANDARD) i .�� cONSTUCY NSTRUCTION 111-1 PROP FAST TMCR CORK STA 130.13.00 1/•X21' A PAVFAENT CONSTRICTION TEP ORATE NO TO• RI-1 MEACUTS RESTORE SEE NOTE OTE I 1 THRU 21•X30• STOP 30'030' TOP DITCH NP PAVEMENT TRUCKS f STA 177100.00 p STORY SEWER TRUNKLINE g I R•30' .....,1 I/1 t ( JL EXIST ROW g f'• DIRECTIOOF N • , N • qT.6...... T SIGN VS 11. _ _ ' T' • 'g1 sE E d 1 - -r-=--.—- - - � TYPE III BARRICADE fw,.o�o ias.00 Z _. ._.__.. _.... Z J PORTABLE CHANGEABLE MESSAGE SIGN ......._..... . �� J . INLET TE%157 RaN - U • MANHOLE A ~S BEGIN TEP DITCH j 7 �• —. x 3 STA 127.25.00 TEMPORARY DITCH L • 3/./1' LT E HUGHES RANCH Rl E PER DITCH a E•5S.15 . LOW PROFILE CONCRETE BARRIER i1 a Q RK ZN PAY MK RD"' )Y1/'1SLDI (W11'ISLDI 5E PLACE 303 LF OF RATER BALLASTED J ® WK ZN PAY MIR REIM 9 BARRIER ADJACENT TO SIDEWALK. © SR ZN PAN MRK REIM 1Y14'IDOTI 5 I (SEE RC1/1-11 STANDARD/ 5 CONSTRUCT 200 LF © RR ZN PAN MRK REMOV 1R//•IDOTI PROP STORY SEMI- © RR ZN PAY ME REIM IYI/'IBRKI B COMMA 55-2A CUT I RESTORING PAY IASPHI o Sf SY WK ZN PAN MRK RFMOV 1111/'1BRK1 g $ SPEED SEE NOTE 2 © WK ZN PAY MRK ROPY )R/f•(SLD) LIMIT 112-1 Gil-AL ; TO 21•X30, 3/'X]/' © WK ZN PAY MIK MEN (1121'1X01 3NO Q WE ZN PAY MIK REPOV II124'15L0) PLACE 777 Li OF WATER BALLASTED RT-1R PANIC O EXIST PAY MIK TO REMAIN BARRIER ADJACENT TO SIDEWALK. 12•X1/' ANY (SEE BC111l-14 STANDARD/ STA 140.10.00 TIME © 1%ZN PAY MRK READY II)(AAROW) Qi �r�1STA 112.15.11 TEP SET �11 O �/�A1y1L,VL•' 10.7/' LT STA 113.1/.SI E•53.25 11K ZN PAY WR RFPDV 1111(1101101 311,73• LT 0 50 100 STA 111.31.00 1==Iml E•53.115 STA 115.13.00 TEP 21'X 1' RCP A �, TC P•ORATEOCUT I RESTORING PAY MPH) SCALE: `' - 100 R'10 - 6.02 SEE NOTE 1 SEE21 SNOTE 2 - .{ MCCI ...s' OF r„"t t t SEE NDTE 1 p ..."-,0.C:.....Ek' M� .. __ __.... ® •.>F ....... ..:c. :•"�: �Ij ER H. LIU .—..—..�_ • �q DIIII .. - ® 1 _ •3,.., 107502 .:15.i. ' �al6 4IIt.4 4..O,m1®-®+®®0141®®ts 6®•0.4..°• _. ..1 30 +��•!i :a'a-w AL n s a a a a• • _ /t- i�..'.< 6�,•',4"--- ?.. W 11. OG • ../(r Ammo. �iiii __ 41(ON,AtZX- .:::: 1( MSM • z - .X:..:........,, !?" -.11''114:._ .,,jG1(]•.ii: .•� Y+ AY: y. -AYSIM. r n b 1 .. 'ei: _ N J 10' TTP ._ .� :�� _ J _ _ _—. W:W Wr� 11.4_.. • - _ _ _ \ 4 EKIST RO'N STA 151.70.00 CONSTRUCT 1 LF ( : F 1/7//0111 BEGIN TEII DITCH E'37.17 PROP STORM SEWER [ w� ... .,.• STA 113.31.00 MATCH EXIST E ♦) 3 't E HU MES RANCH RD 31.12' LT A m ""•A 0.56.56 ENO TEM'DITCH aim E HUGHES RANCH IID STA 150.30.00 1 36.14' LT f I C.53.511 W-. �I I 21' 100' EXIST ROWI 41:41 I/ . 1 WORK ZONE 10 10' 1- ET _ EXIST VARIES TEP EXIST EXIST :71_ NOTES. CO of PeaAand,Texas PAVEMENT LANE LANE MUGIES RANCH ROAD e$ SDWLK W ,� n I. TNLETS ORATES SXOALD BE PLACED ON DESIGNATED 3. CONSTRUCT TEMPORARY PAVEMENT WIDENING USING FLAGGING g y VARIES VI 4 INLETS AND WILL BE PAID FOR BY ITEM 02/03. OPERA7lON2 AS SHOWN ON Tgll-21-1/. _!i -LL- REMOVAL OF THE ORATES ARE INCIDENTAL TO THE PAVEMENT TRAFFIC CONTROL PLAN --- -- __lT AS►11AL T AyEM� ``_ PLACORATE ONTOF TA STANDHE IY[ET OR SCELLANEOUS E. SEE EPOIARYCONTRCL 1 STI ESITION TREET/OI Yi ARY CROSS SLOPE. MILL 011 LEYELOPE TO TCH PHASE 1 d' F AXIIALT S AB MK DETAILS FOI IMFOIBMTIOI. EXIST PYIIT AT SIDE STREEf/D1IIVEWAY AS AMROYED B1 ar.riT t e y rr,..�-...s•. DEO a 5 ATER BALLASTED THE ENGINEER. PATIENT FOR THIS WORK WILL NOT BE PAID .y1.,1 ........ 37 BARRIER SECTION A—A 2. SEE MISCELLANEOUS TRAFFIC CONTROL DETAILS FOR FOR DIRECTLY BUT WILL BE SUBSIDIARY TO VARIOUS NTS /A9/05/2018 ADDENDUM 3 CUT I RESTORE DETAILS. PERTINENT BID ITEMS. ""n CA 3. I/ LEGEND PLACE 143 LF OF WATER BALLASTED r///1 PCONSTRDCTIp1VFlIEXT BARRIER ADJACENT TO SIDEWALK. (SEE IC(l1-11 STANDARD) --f1/N SI-1 •LF CF PROP DES 2 IQ �• E%)STING SIGN .*aa TEMPORARY ONVEIEMT STORM SEWER AND CONNECT W/ TO BE RELOCATED �� CONSTRUCTION TEMP COMIC COLLAR AND 20 LF SW1•-itPROP FAST TRACK CONT 30•X1•' •�-•`•• './0..?:. PAVOENT CONSTRUCTION TDP 21 Ra d SEE STA 1SI.tt NO • ® CUT•RESTORE ff PAVEAENi ]'BEND W-23 ,` STORM SEWER TRUIIIILIME E•s3.1• SHOULDER 3••X3c• STA 151•!2 STA 150.24.38 `•- DIRECTION Cf TDP SET _�A 24.00' LT ~• EXISTING TRAFFIC TIE TO EXIST F1 E AP/IID%•51� Q N ,. • SION S• EXIST ROW CJ J T SIGN h //CCOISTRUCT .-� '�, ......... 1----_- TYPE III BARRICADE t / .. , Y•- PORTABLE CHANGEABLE MESSAGE SIGN h- ' p l p .. u1 :. L d f _��_ ��r . INLET 6' Z • ....,..__ - "'-_ In • MANHOLE �' J I�. - 1 FXI i.. _ �.. TEAPA(ARY DITCH • �,w, __ __ ~�- __ •. ,.�, �. IO PERMANENT DITCH U d 1 - ---=- �� LOU PROFILE CONCRETE BARRIER A M B WEWYCRIN0 PAR USN/ t HUGHES RANCH RD I -I ® WR ZN PAY MRK REMOV (YI1'(SLD) 1!ST -�A s � SEE NOTE 1 I = ® OR ZN PAR MRK REMO' (W)1•ISLD) 17. U ' S II 1 -.I 4 ® SS ZN PAR WK REm0V (Y)1•IDOTI 'A t MANES RANCH RD Y n I ® BR ZN PAR WK REMOV (R1/'16OT) li E I 100' PROP ROW I ® OR ZN PAR WK REMOV (7)1•IBRK) _ I I N' 1 I� g m WE ZN PAR WK REMDV IR1/'IBRKI '10:. 30' WORK ZONE IO' 10' 10' IF © WE ZN PAR WR REMOV (WI•'ISLD) EXIST EXIST EXIST EXIST II _ TEv PAVEMENT d c - u-\1SDIILK_1_ LANE LANE LANE WR ZN PAT WK REMOV 11721'ISLD) VMIES R 4 P ZN PAR WR REMDV 01I21'IS101 - -_-_ v u —_— —.�____- O EXDPAVINKTOREMAIN t AinPotr i{AsB BASE ® WR ZN PAR INK ROAN IW)(ARROW) . SECTION A-A _ Q int DI PAR WE RODvspWl(WORDoo NTS �" 1 I=101•11 ITA n3••7.s3 SCALE) I' • 100' "- 21.00' LT . ... SEE NOTE] 3 '„. .. PROP POR-�_ .., :::�.:�''. D i .••.•..•...........'..— CONSTRUCT DETENTION PAD _ RELOCATE ';: •.►� d' ♦ _ OUTFALL IN PRASE 1 f WILD g EPIC N LIU --�- STA 167.25.1$ SYSTEM[DETENTION POND i ‘= 14.00' LT ,;p�, ICT 5020 :W� y At F -_ m^ N "� -Ek'ST ROW ��a - IST PO(1 �! VI _ ,4-54----_____.00 - :..:..._:__ .. x..94 e d.�N=;y'✓Pi .' --��_ -_.. ... x S ROR _ I (10.00 y -:_________A*7-"I'e.... --- al° _”�- 0 �:.:�.:..= � ,.., __ t HUGHES RANCH RD -- __ � _ i. NOTES, Q/ -- __ __ -- CUT I REfTg1I1D PAR IAS N) r' (, 1. SEE MISCELLANEOUS TRAFFIC CONTROL RETAILS FOR IS SHOTE 1 * I '3.1.1.1 Is g, CUT•RESTORE DETAILS. So *, STA 174.01.20 2. CONSTRUCT TEMPORARY PAVEMENT WIDENING USING FLAGGING 21.00' LT City of Pea and,Texas . OPERATIONS AS SHORN ON TOP II-21-I S. •gHUGHES RANCH ROAD 0 c 3. TRANSITION TEIPORARY PAVEMENT CROSS SLOPE TO MATCH SIDE STREET/DRIVEWAY CROSS SLOPE. MILL OR LEVEL UP EXIST PWT AT SIDE STREET/ORIVEWAY AS APPROVED BY TRAFFIC CONTROL PLAN FOR DIRECTLY RUT WILL BE STHIS WORK Y TOLL VANI/CUST E PAID PHASE 1 J• ' y PAYMENT FOR CUT•RESTORING PAV IASPNI I 2 PERTINENT BID ITEMS. SEE13 NOTE1 .61616.•••••••666-64 y~�w SET 1 IQ 8/70/2018 ADDENDUM 3 W 38 orwuNN __J J.EITJ1P {Z 17,,/,./..12 ►ERWINENT MYENENT �j.ENIS/.j�L CONSTRUCTION FRAU PREVIOUS •••' TENTARY PAVEMENT FROM PREVIOUS ' PHASE � � CONSTRUCTION PHASE St-1 _ ("/ i� '.: PROP FAST TRACK CONC 70'X30• L� .IRON PREVIOUS • A PAYEIEIR CONSTRUCTION PHASE NO /��/ om.e == CUT 6 RESTORE 7P U O SW16- ` ® PAVEAENT SHOULDER 30'X16' WATER BALLASTED BARRIER END® STOW SEWER TRUIKLINE FROR PREVIOUS PHASE A STA 137•H DIRECTION OF (MOVES RANCH RD Elp® ' F : ~ , EXISTING TRAFFIC C. o RIO• M STA TW.Cy2y1L r • DRUM g EXIST RON _. -•- BTA173e T SIGN SEE NOTE 2 /a®� -:- ,A.,.......,.. -:.:.SEE NOTE 2'.::. ....._A._. A A .60 -- .. ..... ,,.�._ C H TYPE Ili BARRICADE r RE� �•NR �IBIIB[�>_��—�f - -O PORTABLE CHANGEABLE MESSAGE SIGN I- -. -B� �..� ^+�'r��WVYy•��•� __._.„ SEE NOTE n • LD - R W.W W:.:us►wsT ��.V».•_?- ;;.,,..,,7 -- ••.0.006111:..T. .. INLET pi eI/yls��il`P' .. 1 .mss► •1 I` ay r,..�, P W ��ifffer�'�®��®eedri f®ii'YIT tar T � A��A ��4� ` arA00�'2d��®-�`/ �a+�s..-..,•i` W MANHOLE ........ :' - v mims �"�i �.A. _-.. TEMPORARY DITCH _ r __ © M*., END DBL® �- ��17" PERMANENT DITCH C 1 ....; • SEE NOTE 2 I !. STA 61.10 -/—•.. _ . I~ PC STA Ii1.71 LOB PROFILE CONCRETE BARRIER SI-I A I =u= .I SEE NOTE 2 S Li R•Nf0' = O RK 2M PAP MRK REMDV 1T14'lXD) 30'230' ]61-3{' I' T ~ ® WE ZN PAP MRK REMDV (W11'(5D1 5 t SHIRR- AHEAD I / © RIR ZN PAY MIK RENON (T1/•(DOT1 03-IG M e� A RUCHES RANCH RD I'. 36'X1' BRYAN" wn ® WK ZN PAY MIK ROM 1711•(Don Iloo• PROP ROW I 072.012 Hughes Ranch Rd I ® WK ZN PAY MIR READV 17)4'(0RK1 f I 1 I \ O WE ZN PAY MR ROAN 1011'(ROE) f> (0' (0' 1• 7.s' Z3' 11 LANE LANE��--��-----, RI 1 STOP © WK ZN PAR MRK REMOV 1712'(X01 d ---, - 70'X30' u WK ZN PAY MNK READY (7)21'1X°1 .�.A Q WE 2N PAM IRK ROAN 17131'1X01 X --- -----T 1 I _ -- Q E%IST►AV IRR TO REMAIN SECTION A A 0-STCONSTRORM UCT ERPTTRIIONSI1OFF I Ike NK ZN PAV RIR REIOV (n(ARR0111 SS-2A NTS AS SW.' I ...... O IN ZN PAP OR REHOV50(WI(7O I00 0. BEGIN®oX SPEED PROP ROO .. SCALE. 1" - 100' STA 143.1+ LIMIT R2-1 ERO(� 3 O 1'X". STAIi3.{ F F, • . SEE MOTE Z BE01N®DBL -Zp�O E••kS U • CUT B RESTORING►AV IASPHI STA 173.71 ••.. R•21so' R•3o' *: .-;.:� � NN®® 1t SY(SEE NOTE 71 (TM I S� WI —7 STAIIiI.14 V PT STA 112.87 END DBL 8 .q ERIC N. LIU �, AW ::11.7! ot NOTE Y 1.00• LT STA�72•fl ■ � '''1?:::::; 107502 :v.. R•I010' n DBL o_ RUOIES RANCH IID =\\+)416 — /'�4f••(/cE1hEo:�?�� News J- 1111//®I��r/ - —mss.I!,. � Cxt T R �� :.......�_._- %® LS,f01. V- ft oaf 41 mtor.Z ..i -- A;9\'A _ cZi _ I --_ /'i'°iii%.:�1:3/ '�ddd�0/i� ��s�®d ®.�.�li�s�.l®/��/� `®- o OD j AN :—.. . - ... //I// /III•I /i�� EXIST ROW ---- _ 11E0 IN PT STA 1604I ►d STA tit•{1 -�� -- -- _ ,Ac r rl•.. I LF STA 174.01 • ��! 5.36• LT END o/ 2.7{' LT PT SL 1{7N7 x '- �- STA T73.27 'm BEGIN® 3.116' LT R.2396• STA 171.11 PC STA 147.72 SEE ES RANCH CONTROL PLAN I I •_1.7111 If A NOTES( HUGHES RANCH RD AT BROORMET ST' I . 1. MAINTAIN ACCESS TO DRIVEWAYS AND CROSS STREETS AT ALL TIMES USING FOR DETOUR INFOIBMTION D3-10 y TWO VAT ROADWAY INTERSECTION PHASING ANO CONSTRUCTION Q 1+'X+' l BROOKNEY=' I City of Pea and,Texas SEQUENCE FOR MISCELLANEOUS RRIVES STANDARDS UNLESS OET0IXR PROVIDED. DS-10 � I NVOMES RANCH ROAD .I Hughes Ranch Rd •Ry 2. A E aM RTA -NAL T. ANSI ION FI 0 72'X12 '7 -1MP COLETED OR EXISTING CROSS STREET OR DRIVEWAY PAYEIENT. Q F 5 E MI E LAMEOUS TRAFFIC CONTROL DETAI S T FOR TAILS. 1 I. tl! RI-1 STOP N TRAFFIC CONTROL PLAN 3. SEE MISCELLANEOUS TRAFFIC CONTROL DETAILS FOR CUT i RESTORE 30'X30' PHASE 2 a.c..,ar e i r DETAILS. Q2 8/30/2018 ADDENDUM 3 ......,—....... .. ..�L7 INEMEMSarailallaa Q ' 44 -' tQ 8/21/2018 ADDENDUM 1 °!k .....v ON 403 LEGEND SEE'TRAFFIC CONTROL PLAN PERMARENT PAVEMENT HUGHES RANCH RD AT NORTH //I CONSTRUCTION HAMPTON OR'FOR DETOUR ♦.�.� TFAfQ1ARY IAVFIENT INFa16ATIaN �'V CONSTRUCTION RELOCATE ERGO �� RELOCATE FROM .........--- PREVIOUS PHASE /L/> PREVI WS PHASE '..: PROP FAST TRACK CONC /L-,/ RELOCATE FRdA D3-10 ''A ' . PAVEMENT CONSTRUCTION QPREVIOUS PHASE NORTH HAMPTON" 66•X6• 1 ter. _ CUT 6 RESTORE END os. Hughes Ranch Rd j2::(%. '' ® PAVEMENT REVIVE 20 LF TOT PIPE AND CONC COLLAR STA 167.66 - STONY SEINER TRIINKLINE LEAVE 4 LF 0ES 2 STORM SEWER ST%BOUT 20.00' LT AND CTION Of SEE MATECONNECT TO PROP PIPE u CONC COLLAR •—•--A STOP %• ~ EXDIISTING TRAFFIC PROP SOIA6711ALL , H RESIN O DBL • OPw 8 STA 156061 . ' • E HUGHES RANCH RD EXIST ROW _ g SEE NOTE 2 SIGN MF�Ay TYPE III BARRICADE __.. �..::. ..:.:. ..:.: .-: f l� PORTABLE CHANGEABLE MESSAGE SIGN 7 ,1Z 5'#.Z1 �/;//�/�A��i„�/i„'PPPPPP/„'//'//�N�a• e e •t0 : INLET 1 •�1♦ �r--.,•�m_ • • y • MANHOLE k. In -a - _ _ 01F+ps .. — TEVOIIART DITCH _ __ j-- �� _� _ Z PERMANENT DITCH Yom! -___• u W' TYP — -V — , LOW PROFILE CONCRETE BARRIER 7 H r 1111 3 ODBE .. ti KEEP _U OA OR ZN PAY MIK RE1GY (Y)1'1SLD) ▪ c 1 -_REMOVE AIPUMLAND 0.- 1 BEAUTIFUL RELOCATE SIGN DBl Q ® WE ZN PAY MR REMOV <B14.(Sled 5 F Si/I4fEI'Y1 RELOCATE FROM I :S ',I 12 Li ��..... ASSEMBLY STA 16A 1.6• 36 LF © 1K ZN PAR MIR REIOV (VII COOT) R I Q PREVIOUS PHASE OR ZN/AV MIR ROIOV IBI/'NWT) f E MONIS MRCP FO RELOCATE FROM ® PREVIOUS PHASE SR ZN MV IRK BOGY )V)4'(IRS) 8R ZN PAY MBR RFAOI 16)/'(BREI 140PROP ROI BRYAN Cl I:oI p R S $ I' 25' 121 4' LANE u12' IHughes Ranch Rd I © eR ZN PAY WE REMOV HOE(SLIM NE \ ® 6K ZN PAR MIR REEDY )T)21'ISMO) de I• _ �C ___ __At 1 I P l STOP RELOCATE FROM o SR ZN PAY MRK REMGV 11)2/'(SLD) • \ PREVIOUS PHASE SCHOOL - ---- 1 —_- Q EXIST PAY MBR TO REMAIN SPEED ® RR IN PAV MIR REMOV 01111.09010LIMIT 20 SECTION A-A 0 m RR ZN PAT MIK ROOT 1101110R01D1 NTS , G so 100 , 1 . RELOCATE SOLAR POWERED ... '. SCALE. 1. . 100' ROADSIDE FLASHING PROP SOMGSALL E CRI.no[ BEACON ASSEMBLY ;`pl f O F iEX 1 N ............. S, O - �B] .......A..0 •:' 1:. ; ERIC N. LIU ' 1;'t • • '‘.4,... 107502 ,•W� A Pl Mt '.41; o•• O'�- i IDA --- EXIST ROW \ Nt / - l/2` �C'ENSE•01d il w II Ai” Ar 2100:=g w P, LA -- 11-1111---------------� i E.Ir . .. _— ..._....,.. u ... '�—� —NM — IEOINODIL i. iv __ -- -- I. STA 17 112 SCHNOOK liEii QD.. END O DeL O '1 w 1i 44 & STA 167.01 STA 172.61 1 SPEED S1-1 ISLE I City of Pearland,Texas RELOCATE FROM LIMIT �1f� 70'100' tl PREVIOUS PHASE f BROOKNEY `; 11i a R 3 0 1 AN�f SR16-6P WES• I Hughes Ranch Rd HUGHES RANCH ROAD l I 24 XI z• I. MAINTAIN ACCESS TO DRIVEWAYS AND DOSS STREETS TMT §i ARENOT USING FAST TRACK CONCRETE AT ALL TIMES USING TRAFFIC CONTROL PLAN 150 MT ROADWAY INTERSECTION PHASING AND COMMOTIONSTOP RELOCATE FROM PHASE 7 MOO=FOR MISCELLAIBOUS DRIVES STANDYOS• yRAT.OF I y 3 PREVIOUS PHASE 8 I. PLACE I.OF TOIPORARY ASPHALT TO MAINTAIN ACCESS TO \ / "•'+'-mac•' SET las ON/7011 „,ta,a„ 52 CROSS STREETS. -f CAZI1========:4Q IQ 8/30/2018 ADDENDUM 1 AY, CA AN I ANDA" i LEE O /// /Da TS RICNTTIOIPAVFMIENT Hughes Ranch Rd :�.�.� TEMPORARY PAVEMENT REL • CONSTIUCTIDN RELOCATE FROM PREVIOUS PHASE STOP ENO EMD© IROP FAST TRACK CONC PREVIOUS PHASE I' -I STA 162.95 a PAVEMENT CONSTRUCTION I !I STAINODBL 161.91 i/U////// CUT 6 RESTORE ... ��.$«-�"".. STVfIEIC STOW SEVER TRUMALIK DIRECTION OF . . - 14 LF NI I -�A • DREXISUM STA TRAFFIC STA II TN N STA I1�N SEE NOTE 2 I' I-I I __ _ N SION g, _ -� _ __—MIL VL 1k- % -_ __mo_ -- ' -- -_- • H TYPE III BARRICADE rf HJT i� Q ��_ Ex IS ROw _tr4f ____ Id ^ cy PORTABLE CHANGEABLE MESSAGE SIGN i N Ml �'J �� •:r �rw�..rr N • MANHOLE Z - 160-a0 TEIPORMY DITCH 1 : J _VEI l — _ — - __ — _� J PERMANENT DITCH a a V --M - _- i __ - OW ROw V -� LOB PROFILE CONCRETE BARRIER gss ^• N PRO/ROI t QA BE ZN PAY MR ROPY 1711.15L01 >>> 3 q`F I CRYSTAL LAKE CIRCLE oeL _�A 3 ® BR ZN PAY ME REMCV (11/•15LD/ I I t(RIC Es RANCH RD - -CRYSTAL LAKE 1N - © BR ZN PAY MR ROPY (Y11'(DOT/ E SCHOOL II u F 3E " �DeL Hughes Ranch Rd RELOCATE ©SPEED © N ZN PAY ME RENON' Irl1•(DOTI END d- STERLINGSTA 161.2{ / \ PREVIOUS PHASE LIMIT ® NR ZN PAY MR RELDV (Tl1•(BRRI : :W Rd RELOCATE FROM Hughes Ranch 2 0 rR ZN PAY MR ROOM m1 (MK/ N BEGIN o STOP PREVIOUS PHASE I s 1 / STA 161.71 \ / w.S•II� ±� © 6R ZN PAY MR REMOV OTU'(SLDI ' I STOP RELOCATE FROM )�, © IN ZN PAY MR REICH (Y124.1501 PREVIOUS PHASE I MOMS RANCH NO II` �11 © MZN PAV MR NEURON IINZ1'ISLOI IHILLHDUSE 11 I \ / I VARIESI O EXIST PAV ME TO REMAIN 110• -130• PROP ROW IP IHughes Ranch Rd I zs' I2'I .• 12• 12' IN © NN ZN PAV MR REICH (NI(ARR0111 S#� LAK LAZE - O 6R 2N PAV MR NEURON Irl f110RD1 RELOCATE FROM STOP I - ` I I_'t t 0 �0 PREVIOUS PHASE --_ --- SCALE. I' • 100' 2 - SEE'TMFFIC CONTROL/LAN CONES RANCH RD AT HILLHOUSE ® �pSE O F rf I, I // _`'. ® 'i' •11 I �,.,1 RD'FOR DETOUR INFOINTICH ,,*• * •*ERICNIU 5 C I i i- SEE NOTE 2 Fl1Q.ROR ' i ' O _ _ _ •�®Virg -. !XIS] ROW Ol 'E__ h LTIi__ * j Imo: - � „e La J `" < 1.- .. „ N ..... .......... EXIST ROW ... U GO' TTP 0 t 11 LF - I .... 7 LOIN •fw1T IS 1 ZSCHOOL t HUGHES RANCH RD 6 £'4 END 0Del BEOIN®INCL SPEED City of Pearland,Texas d'4STA 19.41 STA 1 36 LIMIT HUGHES RANCH ROAD Ii` RELOCATE FROMNOTES. 6: PREVIOUS PHASE 2 O I. MAINTAIN ACCESS TO DRIVEWAYS AM CROSS STREETS AT ALL TIES USING TRAFFIC CONTROL PLAN m• '_•_- TBD WAY ROADWAY INTERSECTION PHASING AIC COIRTRUCTION IQ PHASE 3 y - SECEIICE FM MASCELLAIEDUS MITES STICAICS MUSS OETGMI PROVIDED. ---. NBT A OF. 8; �E R 1. PLASS ST GF TEMPORARY ASPHALT TO MAINTAIN ACCESS TO ",''•'I SHUT :: r.o,%i Mass STREETS. os w.Hr ..r•. C 3 g '" a 8/30/201B ADDENDUM 3 °in'° J Y W ....gI�,,.cuw1 4.0-OR 191A B'D-OR PIM TV-0 1044-22 CONC SIDEWALK IA') TY-0 P044-22 TCN EXIST GRADE TCN EXIST GRADE TCN EXIST SHADE 11.111.111 1.11111111 11.1111 V REGULAR BACKFILL REGULAR BACKFILL REGULAR BACKFILL SEE'BEDDING 6 BACKFILL SEE'RE00ING M BACKFILL SEE'BEDDING A BACKFILL STORM SEVER STANDARD STOW SEWER STANDARD STOW SEWER STANDARD V DETAILS'SHEET FOR PIPE DETAILS'SHEET FOR PIPE DETAILS'SHEET FOR PIPE BEGGING DETAIL REDOING DETAIL REDOING DETAIL 7 Y TEMPORARY OR PROPOSED TEMPORARY OR PROPOSED R PIPE DIAMETER VARIES TD/ORMY OR PROPOSED PIPE DIAMETER VARIES PIPE DINKIER VARIES 1 a a 40: 9 1 CEMENT STARILIZED BACKFILL CEMENT STABILIZED BACKFILL CEMENT STABILIZED BACKFILL i '4 '1 '% 9F 5 CUT AND RESTORE DETAIL CUT AND RESTORE DETAIL CUT AND RESTORE DETAIL ASPHALT PAVEMENT DRIVEWAY CONCRETE SIDEWALK ASPHALT PAVEMENT (HUGHES RANCH ROI 8 NTS NTS NTS S R 1 r Q Q2 8/30/2018 ADDENDUM 3 SUMMARY OF TEMPORARY ASPHALT TRANSITIONS AT SIDE STREET D '- V WAYS A8/21/2018 ADDENDUM 1 02220 PHASE LOCATION WIDTH LENGTH TRANSITION ASPHALT PHASE REMOVING INSTALLED HEIGHT STAB BASE -EMOVED STAB BASE =y,,,c_oF rEX IR TEMPORARY GRATE INLET SU/NARY1PG641 AND ASPH PAV -*;• *••.f*i' 11'-22'1 11'-22'1 • 4' FT FT IN TON SY :: ERIC N. LIU ; •INLET STATION LENGTH WTI WIDTH 1FTI 2 DRIVEWAY 4 -STA 105.26.81 12 45 IB 32 3 63 %1!,.... 107502 14:....: g 2 DRIVEWAY S -STA 110.25.78 18 43 22 54 3 69 �r lNSE�•��=7 C A22 STA 102.05.00 LT 5.0 a 6.0 2 DRIVEWAY 6 -STA 113.52.08 16 70 19 64 3 122 4 !cEMM,oN• d A20 STA 104.47.00 LT 5.0 a 4.0 2 HARRINGTON DR 4 85 2 I 2 3 34 A19 STA 104.47.00 RT 5.0 x 6.0 2 MILLER RANCH RD 6 85 7 15 3 76 i AIB STA 107.16.50 LT 5.0 x 3.5 2 SOUTH HAMPTON DR 7 130 5 14 3 101 y32W14 A17 STA 107.16.50 RT 5.0 x 5.5 2 DRIVEWAY T-STA 154.23.65 8 70 6 II 3 64 � g A15 STA 109.63.00 RT 5.0 x 3.0 2 DRIVEWAY 8-STA 156.93.23 9 70 7 14 3 73 Ta'o ;.,. -..,.... A14 STA 112.63.00 LT 5.0 x 3.0 2 BRYAN CT I I 70 B 20 3 88 "^"'•"""''°' O t *1 STA 115.22.50 RT 5.0 x 4.0 2 DRIVEWAY 9 -STA 159.23.16 10 30 10 9 3 33 ....R a` A10 STA 118.63.00 LT 5.0 x 4.0 g�' A6 STA 124.63.00 LT 5.0 x 4.0 2 DRIVEWAY 10-STA 160.12.08 7 62 11 15 3 48 A2 STA 130.63.00 LT 5.0 x 3.5 2 DRIVEWAY 13-STA 164.60.36 12 46 II d 19 3 61 • ' 1 , BW7 STA 145.63.00 LT 5.0 x 5.0 2 BROOKNEY ST 6 70 4 5 3 47 b 2 DRIVEWAY 15-STA 175.82.49 6 50 II 11 3 35 E 2 W STERLING DR 11 90 10 i 30 3 108 City of Pea -nd,Texas A6 2 DRIVEWAY 18-STA 180.78.63 19 51 11 33 3 109 HUGHES RANCH ROAD 5 LL MISCEANEOUS i 2 TRAFFIC CONTROL DETAILS ?• o.. ....�.....u, SII ES t arta _ aax.. N1�„�,1 74 0... —Cx.I. LEGEND HORIIONTAL CLAVE M.J ER DRIVEWAY NUMBER F-F FACE Of CLNB TO FACE OF CURB 'i 0 10' JOINT KEINE CONC PAM 0 BLOCK WOOING (SEE NOTE SI ® NYDROWLCH SEEDING (SEE NOTE 5) SIDEWALK WIDTH RUNEITION DIRECTION OF TRAFFIC If' MEDIAN FROM 6'-8' INLET BEGIN STA 150.45.00,40.50' LT I WOKS RANCH RD SIDEWALK 50.110 WALL 0 ENO STA 150.60.00,42.50' LT PGL NW LAMES • MANHOLE �t'11010 MIB PAVERS 16' MEDIAN •Km JUNCTION BOX 8 EXIST WON • p 17 FAST TRACK A'DOWEL CURB '• OO MA _ 2 _ m NOTES. vt.p• } .� N i2. - - I. REFER TOINTERSECTIONLAYOUTS 1!�1�_��. _- -- -(IBJ` _. __ < FOR ASPM LT TRANSITION DETAILS, 4 Willa ^ - 12'' • � •W� '.R 1�.. 'N - 6- GRADING DETAILS, AND SIDEWALK s ,?J.. _ _ ��. _ _ �_ N 66' SJ' 12.94'E TIE IN GEOMETRY. N _ _ _ •; _ �lIR! 2. REFER TO MISCELLANEOUS DETAILS k =-- -- -,.q _� s _..---1 ....1-7. t ��- •rii FOR DRIVEWAY DETAILS. o L. H EXIST ROHM • • 6 Q POL ER LANES Q '^ 3. FADOITIduI SIDEWALK 3 SS SIDEWALK SOUND WALL N PAVERS EXIST ROW MATCH EXIST SIDEWALK o7 OR INFOYATIOI SEE SIDEWALK DETAIL 6•DOWEL CURB SIDEWALK WIDTH TRANSITION 1 PROPOSED ROW STA 157.28.06 SHEETS. 6'MOCURB FROM 6'-6' 6'DOWEL CURB 30.00' RT 9 MO BEGIN STA 150.52.50,41.00' RT I 1 6'MONO CURB 4. ALL OFFSET DISTANCES ARE M ©O END STA 150.60.00,12.50 RT MEASURED TO THE FACE OF CI . J MATCH EXIST SIDEWALK BEGIN LIMITS OF FAST TRACK STA 153.40.00 STA 157.86.31 5. SEE TYPICAL SECTIONS FOR LIMITS. - 50.00' RT 8.00' RT a ' S R II CHALLENGER ELEMENTARY SCHOOL d . I . 0 50 100 65 LEFT PROFILE ETA 157.73.37 6TH•15807.:01 64 STA- 150.03.73 . --. STA- 147•».S6 EL .5/.4S' EE 4 STAN' EL .51:67' SCALE: 1" • 1000'VH EL • 57.40' 60 - NATURAL BMOC AT PROP f HUGHES RANCH RD - FOL NURSES RANCH RO• i W S/30/201S AOOE/1G1M 3 (.10 ... S (-IX.3500 1.1•.3500 0 (-1' A .. __ _ __._�• , _ I • 1. 53 �—_- '- •Wh��• __.__ 1-10. 1.10. >r— BS J4 •OF TEx MMN *t• "l..*MIM NATURAL MOUND AT LEFT ROO :* '.*, MATTHEW BRANNEN °\ = 7TA•"MO�:00 _... ..._STA..•..t3I•WJ:'OO STA-...6M.41.00 ELTA'�447.03.00 1/0 ,po,. 90868 Ak• } EL O N EL -4f.60' MF f,:i.ICENSE9.'',`�.. '.1i • M1�/O LEN: .s fi�F">' lee :' iee R� •..a &R. SX LT i.,X Viz :h;. z: IOg L: � Ste S- Xx R's :.�. c P R Y Res Ws =s N it r,: . .w •N .:. a1�.S .Fh N 1:r :a , i�[ 1�: az g r. h . 1 • • :a • nr 'z, a:7, wN 01.4......-----___ It)7. WRN AN ~� M;.'N M •h WH WF• .7L'.'I. NR,n az IIM1n Nn W1•. W. M.N •n M-r wn f/f/NI f ss RIGHT PROFILE STS:Iso•D.7i ETA+ 153.73.37 STA• Isa•I7.A6 as 9 STA.lATO57.403:'M EL ET.I5? a i 771-x' FL •57:tT• ......iw:•..w��-.. EL -47.61-' ...-........ : $0 WTIWUL GROUND AT PROP I HUGHES RANCH RD POL MINES RANO.RO ER 3� GO 1.10.3500 X 1-10.3300 R 1.10.3500 J 1-1' :: U• 1: E I-)', •. ; • • - _ YT'i/1 U 55 i S , 1 `�NATURAL GROUND AT RIOHT ROB HuGHEB RANCH ROAD SO STA..•_4{6M 00 fk...{}`7• .MNL.. ..__ '� '� RA.....RN;L iISFOO '7TA..-....wAo E4 •ST.22r 47.1{g .—_ . [l ON6.. FELL �{. ROADWAY PLAN 6 PROFILE Z.:, C' - STA 146.00 70 11 5 400KNE6 19 s d W 22 &•R Ax XX -R &x 6 x * s x Sx W,; _..-IR ss as �•n x e 1: *w 1�5 41 :E Ira X:: &S x g__ 45 A...,wpm `":.,XJ,a„B MEET 7120 iv Sri gri gid tit,: .1'in 1-e, I.Ni '+„ di id r:.� 1� a FN rd ad rind nn 1 ' tii: •n �:.� riln .Zk",�i. rira Wro ad ad WN.•. ad 11.:.'i. n.S:i di N'n o...~ 150.00 143.00 .... 0.., END CMB LEGEND STA 161.96.17 • HORIZONTAL CURVE MEMBER 77.99' LT EXIST CURB TO REMAIN ................ PROPOSED DETENTION DRIVEWAY IMIBER BEGIN CMB N STOOP/LK RIOTS TRANSITION 31 POND LIMITS _ FACECURB STA 162.71. PROM 1'4' ....... 60.07' LT F F FACE OF CURB TO OF ENIN STA.340•113.13.IL N'L1 , r 1 10 TO JOINT REINF CONE PAY .........00'TI`A 1/0.74.06r/0.00.LT. : IPROPOSED ROW .......SU..NOTE I ! Ic CIO ® HYDROAJJLCH SEEDING 1(10 E NOTE 5) (2) BLOCK (SEE (E SI N E SE TE ROM .. STA 162.92.27 SOUND WALL E E11 LIMITS STA 161.67.25 DIRECTION OF TRAFFIC �, 37.92' LT 62.16' LT INLET OF FAST TRACK SOUND WALL D • STA ISN41.11 -6'IgNO CMB 2-1'%2'%7I' BOXES • MANHOLE 4.00' RT 6.11CIB CURS 1. EXIST ROW STA 169.63.00 6•DOWEL CMB w 'A • • 6 DOWEL CMB JUNCTION BOX e • • •, 6 SIDEWALK ^ WB LANES N FAST TRACK LL • NO -�f___ =-01113............ jj _ 1T_.0 - - '1 FOR ASPHALT TRANSITION DETAILS. 111 • - _ 12' 13:1_,_1_-_ GRADING DETAILS, AND SIDEWALK 10_� yf.in:KYA 6� I ,�= TIE IN GEOMETRY. 1. •-•.-----..H1 ,�-j. i--- �I M�� _�- -_� .. 16 (� - Imo' N 'l'i -� _ AMMO -- ��- _ -_ �1tiM47nimP�- Ta 2. REFER TO MISCELLANEOUS DETAILS k �1yy �__ •• BEGIN T TNTC ® - ai1F� 0 ••- FOR DRIVEWAY DETAILS. L Z •s" •A'•�/c.� A OF FAST TRACK ® -��-� .-� RS -�•' INW4� .•• STA 161.61.12 -- g • ' MEDIAN o - -_ - -- LYS J 0 ,r6.00' LT SIDEINAIK- J. FOR ADDITIONAL SIDEWALK _•. x 4' IEDIAN I , i INFORMATION SEE SIDEWALK DETAIL 1,°• LEND LIMITS 16' 1EDIAN ©0 SHEETS. 0 1- ` OF FAST TRACK PDX.U LANES € END CURB TRANSITION 2'TO 6' STA 163•011.44 EX 1ST ROW 5 R1 1 .6.00' LT DOWEL CURB 4. MEASMEO TO THEAFACE OFE CURB. ES AR STA 156.50.47 f•YOIIO CURS Sf 57.00' NT PROPOSED RGI I PAYERS 5. SEE TYPICAL SECTIONS FOR LIMITS. ti.. • BEGIN CURS (M10NE5 RAMC.RO i�J'. STA 154.11.37 8 67.00' R7 BEGIN CURB TRANSITION S . 1I STAT 158.11.11 d P 57.00' NT ' END CURB STA 136.21.37 67.00' RT 0 50 100 • I LEFT PROFILE 43 6s STA• 136Hf.f0 . ,SU...101SRb.N /.TA.•11ao_!4R.0.6 ._.STA• 164..17.28 SCALE: 1- • 10 M A •57.60' 0. •47.11' 0. •44.70° EL •36.61' I" - 10' V 60 PO.MIMES MOM NO 4S N ALB/30/2010 ADDENDUM 3 1.10. •0 1.10. 1-0.W 1.1. 3500 1-10. .• S _ ,-.2 1-)O. x .........OF __ -1.16 ., i� ____-_ - tF.......... SS __ � :. D..a500��_ti- 11,51•..c•.L... ,rV...r!. _ f-?'. SS =y1. ... __ �R11N1 -t; ....#,,, �NATUAL GROUND PIMP AT E HUGHES RANCH RD ~ ~ _"I ,9 SSS�� :-1•xa'xn• 4oilu �J � ..-1,,,� NATURAL GROUND AT LEFT NOW STA 111./3600 MATTHER BRANNEN t SO ESL¢/' N 0.0• 90864 W' SIX.. ST. • STA:1q•9.N STA•1E443.00 STA•16943.0 AA1°`'<I E51t•2�"_ MA 1 ]: 0. •56.Or EL •56.10' 11fys r..c.e.: I g ( III/p ;E • W PP NO f O 5 ,B W R.s SS 40 MI SIP SM :IA RA S P A.0.........SS SA 3S C} SF TA SA 4-.........F1e GIP" SG a c ^N'. i iv di nn mid di :id rid, wd• nM• rid ,i N yI N d ,2r r r d di �4 � ifMMIn di S`N i{M di NM S:CIMMMM di is jn' i5 RIGHT PROFILE $1 15116.80 69 vV4416 STA-• 11.46'NM STA•111.45.06 STA....1...17.21 •_ EI.' •57.10' EL •67.,1' 0. •N.78' EL •M.61' ......: aN,.�. MN '4 iiiii 8 . POL MOORS AMEN NO E4 11 t•) c.•: -1 :: (•)O.3.,• 1-0.4300 If 1.1 -1• 300 x (-10.3500* /•1 I0 `T:.,,, .,� S•� _...__�-'-_7•TT, - nY�. W i[OI.1Fl•L __ SS f 55 _ R9F _ = NATURAL GROUND AT RIGHT ROW < , • . -+---� ,. 5-1•xa'x11' 4011ES City of Pearland,Texas NATIONAL GROUND PROP AT E HUGHES RANCH RD 51A 169.E 00 • HUGHES RANCH ROAD 0 EIV.:-.1M00. f 14171' S0 a 1- 0.A...1M00 43.14.11 0 V:Ira" IF : 6643.0 STA:amt.. ROADWAY PLAN&PROFILE 3 InIPM EL N•l0R STA 154.00 T0170.00 Pa A'; per. 3: W; A,s Rs t.' S2. VA SS G� .4; i2 A� R" Pir R6 l.g..........AV w•G R'S ,s '.x' ' .3 .........SSs tS .MIR:1. :,>,,,, Z iv gi gr sig di Gig sx Fs sx sd di di #r di dx di di dr dr dr dr di xd dx di ,. �� 121 16040 1.•0 MKS, + PROPOSED R011-\ _.._.., LEGEND PROPOSED DETENTION ® STA.f77.LT.1STABEGIN CMB 17..0 L0 IORIZG TAL CURVE AlER POND LIMITS 67.00' LTOI[VEWAY MATER M = PROPOSED ROW END CB TRANSITION 2•TO S. 5 F-F FACE OF CURB TO FACE OF CMB STA I75•76.06 STA 181.71.06 1 i 1 4 70.00' LT 5T.00' LT 1 2 1 lO I0• JOINT NEW CONC PAY ( END CURB .. 5011110 WALL[ STA 177.11.01 STA 175.10.16 STA 17.00' t0 ® BLOCK SODDING (SEE NOTE 51 50.00' LT 17.00' LT HYGROMULCH SEEDING (SEE NOTE SI EXIST ROW i .SO..QO�..LT t•VOID CURB BEGIN CURB TRANSITION 6' TO 2• STA 181.17.11 y DIRECTION OF TRAFFIC t HUGHES RANCH RD : Q \ - INLET 41. 8'DOWEL CMB SIDEWALK 1 BEGIN LIMITS CF PAST TRACK 1 1 j 2.ELLIPTICAL DES 2 0 128' STA 181.01.60 I\ • MANHOLE g 6'VCUG CMS .. STA 173.03.03 I ® ® ►OL M LANES Q] 8.00' LT _ A 8 JIRCT ION BOX 6'DOWEL CMB '- -^/ ��'' 1,IYti A \\ 1 , ® ' ^PAVERS' E%1ST ROw 4' MEDIAN ��' ,�m NOTES. AST TRACK "ii. 7 _�,- �`7-,-- - �i g - - _ - _ - _ --11.1101 I REFER TO INTERSECTION LAYOUTS y ,_� � 6 W 1 - _ M S .to h FOR ASPHALT TRANSITION DETAILS, ' yWI- ��® =t N B7' 15' 72.86' E -.----- �, :y Z x ..� _r__ -11M LIM - - -; 160.00", :r.... ___..'l_1L M TIETIiNGEEOIETRY. u10 SIDEWALK T J. - _ 4 - - - - - � _- 2 REFER TO MISCELLANEOUS DETAILS 1 F _ UIQ A� _^ -- •p 6.DOWEL�-I__^07,7 II-®®� FOR EDRIVEWAYCDETAILS. POL U LANES BEGIN LIMITS � �• '�� ZI EXIST ROW OF FAST TRACK ` I' PAVERS ® .� I 1•MONO CIIRPROPOSED ROW 3 3. FOO ADDITIONAL SIDEWALK d STA 172.11.54 4' MEDIAN lam- IMFOR ATIOM SEE SIDEWALK DETAIL PROPOSED ROW BEGIN LIMITS PC STA 160.57.70 8.00' RT END LIMITS OF FAST TRACE 1 1 END LIMITS 32.00' IT SHEETS. E SIDEWALK N OF FAST TRACK STA 176.1111.43 51 FAST TRACK STA 160.51.111 5 0 STA 173N1.31 8.00' RT g 1.00' RT96.13 50.00• NT • N i 600, RT N• 4. ALL OFFSET DISTANCES ARE FW MEASURED TO THE FACE OF CIM. END CURB TRANSITION 2• TO 6' PRC STA 181.11.61 5. SEE TYPICAL SECTIONS FOR LIMITS. 1 1 STA 177.62.8! ]1.00' RT u BEGIN CUM TRANSITION I ; END CMB TRANSITION BEGIN CURB TRANSITION 1 y 1 37.00' IT STA 111• '� 6•TO 2• 1 2'TO 6' S.TO 2' 14.00 STA 173•25.14 I I STA 173.47.14 STA 177•]2.00 D 62.00' RT 57.21' IT 57.21' RT 57.08' RT R•300' d END CLIO BEGIN CMB END CMB BEGIN CIM PT STA 161.71.70 STA 173.26.51 STA 173.46.54 STA 177.33.43 STA 177.61.43 44.00' MT 67.21' RT 67.21' RT 67.01' ST 67.00' RT SOUND WALL G 0 50 100 66 LEFT PROFILE �� STA..•..IaL.00..71 STA.• 171•]0..46 STA.. B3 -LTt. .3 - STA•.IU•I S..3i 65 SCALE: I'• • 100' H EL •56.61' EL .05.68' EL •56.44' EL •56.73' 1" • 10' V 60 POL..HUGHES R4RCR_IID.II'.. _.... _ _._. _..._._._. 60 36/30/2016 ADDENDUM 3 I.0.3300 1-10.3... • • - _ 1.10 - ...1E-0F71 SS _-_: - •.7500 1.10.3300 �� , •• `r,..- • -... • . ..- R- of C.'• R _ 1- 55 y�•............. ( 2-ELLIPTICAL DES 2 S 125' T 1� _ !J_' -- / .*, R A STA 17343.06_4 E . J __, __ __\ _- \/ ��/• '*: •'•*•i • /•51.11' NATURAL GROUND PROP AT t HUGHES RANCH RO `--NATURAL GROUND AT LEFT ROW V MATTHEW BRANNEN i STA• 172.3.00 STA• 176•50.00 STA• 111.3.00 /�,o., (�OB6 EO•`2W� gEl -St.OT EL •Sb.N' EL •S5.eb' 1%:••ICENS 0. zi> .5 • d� .". SXR!. Rs 14 yes 7.: 2: r"� � � a � X.;xm Am '27,sa s� xa 2,2 R ...aa .s w i iv 12 12 12 12 12 12 di 12, /r 11 11 MN 1r 12 N2 di. 1. '`,2 11 12 11 ev 12 „r 12 1.6/:alt RIGHT PROFILE 60 STA- 41 15.17 SLA..•..1I1.0' 71 SIA•1.71.30.07 STA-•--01.41'.10i! •0••"•w„• 8 EL •96.61' EL •31.63' EL •51.11' EL 56.73' la":=•-•7117_,^• v a 60 P0L HUGHES RANCH RD ED 60 y I a ......._i112,22._.!0_2. I-10.3300 2 (• 3:: X - • - 2 .... (•10 ' SS T7300 1. .. 1--71)..•.•..X.....1• •.1500 X '.'•• - .10.380611 55 6211 _ _ _ , -2.4: LATA 1.n•e7 GS �_ '•`'�-- _ CKy of Pea and,Texas 1E41.73'---__.11, NATURAL GROUND PROP AT t HUGHES RANCH RD NATURAL GROUND AT RICHT ROW HUGHES RANCH ROAD £ STA• 172.67.00 STA• 173.30.00 STA•55.•S3.00 _J 3 EL •61.07' EL •55 B7' EL •SS.6S' ROADWAY PLAN 6 PROFILE i ' STA 170.00 TO 100 v MEET 7 ff� 45 d" RY R,r, g8-_..._Y.g a Z =aR R. ^V Sa rm S Lm g^ .....Am gr w8 ov S; i 7 Re R rz aI4 no 15 "�»+hwn SHEET 1i 12 di, 12 xs 12 12 12 12 11 12 11 x.1 11 11 12 12 11 11 12 ais xx 11 xN 12 12 �,. 122 ti 170.00 175.00 160.00 a.•.. �•°' END CURB BEGIN CURB LEGEND STA 169.76.29 STA 190.04.29 • HORIZONTAL CURVE NUMBER 67.00' LT 67.00' LT BEING CURB TRANSITION 6' TO 2' END CURB TRANSITION 2'TO 6' DRIVEWAY NUMBER AL STA 169.74.83 STA 90.05.75 F-F FACE OF CURB TO FACE OF CURB 57.00' LT -END LIMITS 57.00' LT STA 190.20.64 1 10' JOINT REINF CONK PAN OF FAST TRACK 1 I 80.00' LT TOO 5. O BLOCK SODDING (SEE NOTE SI STA I/L.OT.60 STALJ6.65 STA .80.90 /.50' LT T0..000'' LT PROPOSED ROW 60.000'' LT STA 190.11.t2 STA 181•36.70 0 tJ.09' LT © HYDROMULCH SEEDING (SEE NOTE Si 60.00' LT EXIST ROW PROP DETENTION BEGIN MINIMI yl .•I. DIRECTION OF TRAFFIC OF FAST TRACK (HUGHES RANCH RD- <72aq R•S' POND LIMITS STA 182.46.86 END LIYITS 4'MOD CURS PC STA 190.46.82 POI WB LANES . INLET 8.00' RT r OF FAST TRACK ® I 7/.09' LT ® STA 183•15.90 6' DOWEL CURS SIDEIIALR J _ PT STA 190.46.62 4) • MANHOLE -8.00' RT 60.50' LT 8 ' ® -- ® \ -- _11//--® _PAVERS t i=I ` ►C SMA 190•]6.BZ g WWF J 1NCT ION 500 j� I LT ' LYJ FAST TRACK 10' R ill ��~ NOTES. _ _ _ _-- _ '- =� --- - -- _ --1111111111:1111 ; ='L.::: :-.11 `7� t I. REFER TO INTERSECTION LAYOUTS _ 1- FOR ASPHALT TRANSITION DETAILS, q S - -x- - OS� . - -_� � - _ I =-r M'� ii Y '~•`___,„=n GRADING DETAILS, AND SIDEWALK a IBB •• 190'00 A - 2 TIE IN GEOMETRY. LL J _.. ... - DETAILS ox . : ........... 4444..... �..........��/ 4444.. i ..... U 2 FORER TO DRIYEIIAYCOETANEOISU-A. _. ...PT'ITA 113.15.,0 .._ 1 _ .J .34.50' RT �\ W© PAYERS ~SL WALL F 1 J. FOR ADDITIONAL SIDEWALK Sd CRYSTAL LAKE CIRCLE R•12.5' 4' MEDIAN OFFASTII TRA . DQIEL CUR8INFO AATION SEE SIDEWALK DETAIL PC STA 11!33.41 . MEDIAN STA 190.59. SHEETS. 16.50' RT BEGIN LIMITS 6.00 LT 6'MOND CURB -SOUND WALL a1 SIDEWALK OF FAST TRACK 4. ALL OFFSET DISTANCES ARE JJJ BEGIN 3CURB.30 PGL EB LANES .°1 STA 142.85.01 STA 14]•70.90 STA 169.11,29 MEASURED TO THE FACE OF CURB. 5 62.00' NT 62.00' RT 8.00'T EXIST ROW h S. SEE TYPICAL SECTIONS FOR LIMITS. a • END CURB 5 STA 183.01.46 d V 62.00• NT 65 LEFT PROFILE • A• 0 so 00 fT •14�00 STA •• 189.47.94 STA-F1E•17aB W SCALE�� 4444 Q` •ler" EL • 55.00' _ _ EL •55.:07' • 100' 11 I' • 10' V W R �r NATURAL ORON16 PROP AT(IRJONES RANCH RD • M1QB/30/2018 ADDENDUM 7 J PR um �4_ ---_--_ -^-- -------- - ..rte. _-.--- _ _.. ..a- -� �- -:i';',!:' tE..............F FfX M N -- :6600:9 LA , 1va•' _ • -..-. �- ------- 0. -.. E• .,11 __ _ 5,.• * "V'*// \ MATTHEW BRANNE4 • S0 -.NATURAL GROUND 47 LEFT ROW • ' --�-- it.• 90866 ;.1. STA•150.13.00 STA•11343.00 ,o•. I STAE •004T' �A•4.3' EL •HAW E •54.00' ,1,14:4/CENSE N<?_ �A IMM/O L E .5 w sa 11 122 «: 1 «I: ss ss :n &G -P: 1i 'IA s:. V; 88 a.; sr. F•. 4•K a8 OA :.n 82 c18 -� y/, ,,,......------ i •,.�• i i_ it r do $n dr id d� t� de fn dr dr id an it s dr dr dd ad dr, 3d ad id 44 /MLd �" __ RIGHT PROFILE 3T BB w�m14 1 45 RA•ir41 9 3Ti••11R 31104 A 1/f3.7.B3 -�— ,...�r..ras.w.oma or,,.< S W GROUND 4r NATURAL PROP AT(HUGHES RANCH RD POI.ISMMES RANCH RD CO i- W / NATURAL 6RND Al RIGHT ROW W 1114 _IL— ':.,L tib --. .9. '444 - ....- 0.*r. i 1-10.3500 5 1.10. ''• Id O.6500 City of Pea and,Texas 11 HUGHES RANCH ROAD p 3 S BO BTA•104.11.00 STA•167.'3.00 STA• 19043.00 STA•193.63.00 �u ROADWAY PLAN 6 PROFILE *3 El. •44.71' EL •4.43' EL •04.50' EL •54.00' STA 162.00 TO 194.00 t. ] 1 1B 6'rW W o i& Si; s.: kr- +1•r 8: :n C$ of, Sr, S'. w P. 8'8 Sr,. SN P•; ix.rx .--S C R rt :-n 8V. ^$ 45 •.,..NHW 04.3]t 123 SHIET Z� #� 50.00 (50.0 ti ii � in ix id, ix i� 4r, id id � %r ti ti ie id pfd id Id, id id fn pis id id �� W W, 10 + -6.CURS l0'-O' NOTES IL, 2' 17x1 6' SIDEWALK ITT►1 ON SIDEWALK PAVERS 1[A' \ / \ / I HAS CSUR!WALK OCCAS WHEN SIDEWALK 3/1'R (TYP) VARIES 2. 10' SIDEWALK CURS TRANSITION TOCURS �� ,I.-S,% t.3I 6• SIDEWALK BE USED AT ALL BEGIN AND ENO CURB ROADWAY--\ ' / /,/ 1111111 t l e LOCATIONS ON ALL SIDEWALKS. 7/1'R 1,'0. 3. SEE'STANDARD DETAILS. SIDEWALK /\//\\/ ////\\//\ . A. A/1 ELEVATION-SLOTTED CURB SIDEWALK FON ADDITIONAL CONCRETE INF-N SARI SLOTTED CURB DETAIL Q 4. SELECT FILL AND SAND SHALL BE ' 6'MIN ITP) NTS INCIDENTAL TO SIDEWALK AND PAYERS. SPACED 6 1/'C-C " + 5. PAVERS SHALL CONSIST OF THE FOLLOWING Q (EACH RAYL SIDEWALK CROSS SLOPE S4. ARY 6' SELECT FILL LT PAVESTOONEANHOOLLANDD 418 60 191, STANDARD FINISH, COLOR. RIVER RED, HERRINGBONE STATION TO STATION CROSS SLOPE TTP SIDEWALK DETAIL PATTERN. 100.01.04 TO 123.67.00 1.5X A/B 1 125.87.00 TO 126.17.00 TRANSITION 1.5X TO-2.0% A/B �, TYPICAL SIDEWALK DETAIL A Iz6.17.ao To 1:7.31.00 -x.o% A/e A 4.HUGHES RANCH RD 1 WHERE SIDEWALK IS OFFSET FROM BACK OF CURB AND NOT ADJACENT TO SWALE 127.31.00 TO 127.61.00 TRANSITION-2.0%TO 1.5X A/B NTS 127.61.00 TO 130.00.00 1.50 A/B Q130.00.00 TO 130.23.00 TRANSITION 1.51 TO-1.5% C Q 3 (T`P1 6.S' SIDEWALK (TR) 130.25.00 TO 136.26.00 -(.5X C 2' 6'CUM (SEE LIMITS SELOWN 136.29.00 TO 132.53.00 TRANSITION-1.5%TO 1.5% A/B PAVERS 3, -..Ali}._7• (SEE••SLOTTED CURD 176.5].00 TO 176.77.00 I.3% A/B / I OOREI 'L' DETAIL D•1(CONC CURB OI 136.73.00 TO 136.95.00 TRANSITION 1.5I TO-1.5X C ]/9'R SIDEWALK SHALL SE INCIDENTAL TO 02771 CONC SIDEWALK) _136.98.00 TO 157.21.00 -(.0% C 9 E C18» 1�, 1.5% Vr 157.29.00 TO 157.53.00 TRANSITION-1.5%TO 1.5X A/8 M Z IROAORAY-\ /N/„ r M 157.53.00 TO 157.73.00 1.51 A/B ;; '°'+°aw r / 157.73.00 TO 15748.00 TRANSITION(.5X TO-1.S% C I a \/\\//\\/\/ \/\\/\,\/\\ \ fs y 157.9.00 TO 151.35.00 -1.5X c //.// //A/n A / /A /A ,)0 151.35.00 TO 139.60.00 TRANSITION-(.5X TO(.5X A/B S R 151.60.00 TO 159.50.00 1.51 A/B d P Q/f ffw `` N BART i I 6•YIN ITV►l (59.50.00 TO (59.75.00 TRANSITION(.33 TO-(.55 C I ti "llr.'i9� SPACED H 11'C-C W 159.75.00 TO 161.50.00 -1.5% C (EACH WAY) . 161.50.00 TO 111.75.00 TRANSITION-1.55 TO 1.33 A/B SIDEWALK CROSS SLOPE CONVENTION t•SELECT FILL 161.75.00 TO 176.75.00 1.51 A/B IN DIRECTION OF INCREASING STATION 176.75.04 TO 175.00.00 TRANSITION(.5X TO-1.51 C NTS TYPICAL SIDEWALK DETAIL @ 175.00.00 TO 175.75.00 -1.5% C 175.75.00 TO 176.00.00 TRANSITION-(.55 TO 1.5X A/B SIDEWALK WITH CURB ISEE LIMITS BELOW) 176.00.00 TO 180.85.00 1.50 A/B NTS 180.85.00 TO 181.15.00 TRANSITION 1.5%TO-2.0X A/B STA 101.96.05 TO STA 103.32.90 LLT) 181.15.00 TO 182.02.00 -2.OX A/B A8/30/2018 ADDENOUA 3 I I. I STA 103.55.40 TO STA 100.20.00 ILT) 182.02.00 TO 182.32.00 TRANSITION -2.01 TO 1.5X A/S STA 125.00.00 TO STA 126.10.00 (LT) STA 160.50.00 TO STA 161.92.00 ILTI (W/SLOTTED CURD) 182.32.00 TO 189.15.00 1.5X A/B �f 111 DOWL "L" STA 101.00.00 TO STA 153.00.00 ILTI 1W/SLOTTED CURS) 189.15.00 TO 189.65.00 TRANSITION (.53 TO-2.0X A/B -S�ptE,,,,,fk.1 STA 1611.00.00 TO STA 150.00.00 INT) MR/SLOTTED CURB) 189.65.00 TO 190.36.82 -2.0X A/B -+: � STA 187.00.00 TO STA 180.00.00 (RTI IR/SLOTTED CURR) NT '+. •'•+ NOTE. SIDEWALK CURB LOCATED AT LATERAL LOCATIONS. STATION TO STATION SIDEWALK CROSS SLOPE TP SIDEWALK DETAIL ERIC N. LIU r SEE'MISCELLANEOUS OINAOE DETAILS'FOR LIMITS. 9.9.61 TO 141.70.00 1.53 A/B gip.. 107502 ;... M . S 161.70.00 TO 142.00.00 TRANSITION(.5X TO-2.0% C or;( o/4.-- ',!, Q 1 /ENE•' .." 0 162.00.00 TO 113.63.00 -2.0% C 41/ON M- 1 163.63.00 TO 163.53.00 TRANSITION-2.01 TO-(.5X A/B - .1‘....W.4'- '� `:• 1'CD 6' SIDEWALK ITTP) 163.53.00 TO 150.75.00 -I.5% C - -, SPAVERS Nlig 150.75.00 TO 151.00.00 TRANSITION-I.5%TO(.5X A/B CURB 3/1'R 151.00.00 TO 110.75.00 1.55 A/B 8/5/1011 160.75.00 TO 161.00.00 TRANSITION(.5X TO-(.5X C .aA 8 ROADWAY °444:0-4/:.P41.. -ii-1111111 161.00.00 TO 175.60.00 -(.5X C ma �� V'tRlES S,6'S 175.60.00 TO (73.50.00 TRANSITION-1.5%TO-2.0% A/B '... �'••�... . iR 6 175.50.00 TO 176.15.00 -2.0X A/0 SD I E W • 1\1 7/e.R 176.15.00 TO 176.25.00 TRANSITION-2.0X TO-I.5X C �� r C`^7Ttjr/�^L\68/1` 170.20.00 TO 180.50.00 -1.SX C QR�r^��• 110.60.00 TO 110.50.00 TRANSITION-I.SI TO-2.0% C •i1.4,1 18 ' 1 / i II 6'MIN (TIT) 180.50.00 TO 111.05.00 -2.0% C $ N MRS lir161.05.00 TO 181.35.00 TRANSITION-2.0%TO(.5X A/B SPACED•11'C-C 181.75.00 TO 181.75.00 1.5X A/B City 0I Pea and,Texas (EACH WAY) 191.75.00 TO 192.00.00 TRANSITION 1.55 TO-(.5% C HUGHES RANCH ROAD T. Ft 6'SELECT FILL 182.00.00 TO 192•75.00 -1.52 C 1!2.70.00 TO (93.04.04 TRANSITION-(.53 TO(.5% A/S SIDEWALK N (97.00.00 TO (91.23.00 I.51 A/B DETAL$ ;` TYPICAL SIDEWALK DETAIL 19.25.00 TO 198.50.00 TRANSITION LSI TO-(.s% C N....I Or 2 N 196.50.00 TO 201.75.00 -(.5X C '""'"�-...www+. 6�n WHERE SIDEWALK IS OFFSET FROM BACK OF CURS AID ADJACENT TO SWALE 201.75.00 TO 202.00.00 TRANSITION-(.5X TO(.55 A/B ' YY.... 139 »ra• NTS 202.00.00 TO 204.15.36 1.53 A/S Pi1y oallm r.. �.�(Enu51W JOINT (EYIAMSIW JOIST_�.•I1 ' p0u 1f11C0 SELLING WTNRIAL JOINT ghAl)}D L CAP pE GENERAL NOTES IL• w•_6. I�/{• (EXPANSION JOINT y�. POW«FM rEBRit RIRE I.YULT IPLE PIECE TIE WARS ARE REWIRED AT LONGITUDINAL CONSTRUCTION JOINTS. �•{ MI 1 �I , SS ERPASNSipdpl,IMT USE MIL OARS.PIECE TIE WAR TIPLE PIEC WITH STOP TYPE LIES REVS AND WITH THREADS ��..L SE MI RG•14SER1 AL'DINT OX THEIAA OARS. ENSRLE ST THE WIf IPLE PIECE TIE DAR ASHE YIELD S DRENGTH A YIN AMY OLTIWTF TENSILE STRENGTH COWL TO 1.25 TIMES THE YIELD STRENGTH O'THE -.�_ . �I I,. IRANSVCPSE BARS BEIM)MIMED. USE DEfODEO REINFORCING BAILS FBR TIE BARS. —T ��,yyyJp■pM■ 1 1 r Y X �� il' llC BAR ASSEMLICS MADE TROY STEELS OTHER THAM ASTM GRADE w AMD•IfH LD— D T - —'�`_�J —'SII--■ pEFORW iIOXi OTxER THAN ASTM StA DARp WY BE USED If IT CAN ITE PROVEN TO THE r-- 14---7-:._eVArcl R 1 1- IST ,ry �IQ�_ ; B Lal. •MI ENGINEER THAT THEY ARE IN EVERY RESPECT THE S, AT OF THE TRACTOLIES SPECIFIED. ITT 7 =7 ENGINEER Y TESTING Of TXE DROWSED ASSEMBLIES, AT THE HE ASSEMBLIES ESPECIFI =AB R� MAY BE REWIRED. ({I� RIO WIRES ' JOINT KATE PLAST C DOWEL CA' I � n!I — AT 6' g 5W TO\fl�DOWEL USE A BITWINOUS 2. FORM CONSTRUCTION JOINTS B 0 1W A DA WOO FORK EQUAL IN DEPTH TO THE Np11M11 ITC \\IIIc CASING `USE A e1TW INWS CAST MASTIC O.THIS HALF DEPTH CF THE PAVEMENT OR BY OTHER LEANS APPROVED PRIOR TO THEIR USE. • SECTION A-A MASTIC BR THIS HALF SECTION A-A BAR REINFORCED WELDED MIRE FABRIC 3. SAW LWDITLDINAL AND TRANSVERSE JOINTS AS Soon AS SAWING CAN BE ACCOMPLISHED RITHO.T 0440[TO THE PAYELENT AHD BEFORE 24 MAWS AFTER PLACING THE CONCRETE. 'T' - a TRANSVERSE EXPANSION JOINTS THE EXACT TOE RILL BE APPROVED eT THE ENGINEER. PREFORMED JOINT RITM ASPHALT 1 • - TT STRIP IS ROT ACCEPTABLE. ..L., MOTET DOWEL BARS DEN60RAiEG CO ASTM A613 A —A_ (L" i II— OR A616 GRADE 60 ARE ACCEPTABLE A. LONER AND MAI JOINTSETE SHORN IT ERf SFT TTHE FROM THE AIRF Ellin ISN. RE'-^1 IP PIKE RNO AD BE OFFSET TO EITHER SIDE IF INE WIDTH OF THE RIPE EARWIG IS RIO WIRES� E. PROPERLY ADJUSTED. -AT 1 �' MULTIPLE PIECE TIE 5.ONE OF THE LONGITUDINAL JOINTS OF PAVEMENT SLABS RIDER THAN TWO LANES MAY BE A _ ND.A YRS i et LONGITUDINAL BARS BARS AT 24•C-C COAST/NOTION JOINT, FOR PAVEMENT SLABS WIDER THAN IS FT.PROVIDE A LOGITICIMAL R AT 26'C-C �� 33' }}, SAWED JOINT IBNESS OTHERWISE DIRECTED. 330 33D I CRASS• 5, J� I`V I , CLASS A S, OR 1 MIXT (LOWCTION 6.Fail THE JOINT SEAL SPACE At TRANSVERSE EXPANSION JOINTS WY USING A STRAIGHT I `l F SE LINGINi LONGITUDINAL MATER K JOINT TIO. CONCRETEFORM CED WILL RETAIN'll ITS SHAPEDANDLEDGEAT.RITNLOOSEN TOTE FORT.AS SOON AN APPROVED EDGING TOOL.STHE SEALE TOOL BOTH MATERIAL JOINT EDGES Of LOGITWINAL CONSTRUCTION JOINTS TO A)II IN.RADIUS AT THE PAVEMENT IS'-]' IS'-0' ( 15'-0' IS'-]' t� T SWIFACE. 2ND PIACEHNT TU 2ND PL A<EMENT T DO Nor DISCHARGE CONCRETE FROM THE MINER DIRECTLY ON TOP OFBR W THE SIDES b.N BARS AT 12'C-C E iRAMSYFRSF JOINT 11•RTO•DOWELS AT I2'C-C « 1` I�� ,- Of THE EXPANSION JOINT ASSEMBLIES. BAR REINFORCEMENT WELDED WIRE FABRIC ,� B.UP TRANSVERSE EDGES OF SHEETS OF WELDED WIRE FABRIC 12 INCHES EXCEPT AT TWO LANE PAVEMENT PLAN ERA/TSARS(EVANSTON JOINTS. LAP LONGITUDINAL EDGES 6 INCHES EXCEPT AT 1 LONGITuDINAL CONSTRUCTION JOINTS. WIDTH - D TRANSVERSE F 'p I.DOWEL BARS MAY BE COATED AIN STAINLESS STEEL,WALL METAL.OR IN ACCORDANCE BARS WELDED WIRE FABRIC WITH THE ITEM'REINFORCING STEEL'SECTION ON EPDXY COATING,WITH A WELDED SECTION B-B SECTION B-B DOWEL ASSEMBLY SUPPORT, AS APPROVED. ENSURE TMNF E CASING COOYS TO THE R 12'-4• 12'-4' 12'-10" BAR REINFORCEMENT BAR REINFORCEMENT REOIREANTS M ONE OF THE GRADES O ASTM A167-TO OR AIT6-TI AGO IS NOT LESS S II'-B' 12'-2' I2'-2' LONGITUDINAL CONSTRUCTION JOINTS THAN 0.010 INCH TRICK. PRWIOE A CASING AT LEAST a INCHES LONG AND THAT COVERS EXPANSION JOINT I THE MIDDLE a INCHES OF THE IlE PA EL. ( ([OANSIO.JOINT `.II 10. SECURE DORELS PARALLEL To THE PAVEMENT SURFACE AND PFRPEND ICUIu TO THE.DINT • (SAWED JOINT WITH THE AID OF APPROVED WELDED TORE BASKET ABRAOIST. S. ENSURE WELDED WIRE Tom- (SAVED JOINT BASKET ARRANGEMENTS DO NOT CROSS TME EYPANSION JOINT. WIFORNAY COAT OOW LS If '• /NO.A BMS AT 12'C-C 4 ''Ll--- LONE ITWINAL (� { y pR 6. Cl pR WITH A BI TWINWS MASTIC ON THE ETC RI TH THE DOIEL CAP. '��111I + i� YR$ SELL IMG WTCN NIL DINT SEAMING MATERIAL'DINT }T[��1i 11 y ■ II.DO NOT BEND TIE BARS AND DOWEL BARS. TO PREVENT DISPLACEMENT Of WIRE FABRIC BY n --.- —I- ^ .� I F+-�+-�" '�'!' (�� z CONCRETE PLACEMENT. TIE THE FABRIC PANEL TOGETHER ATM TIE THE INITIAL FABRIC -----1)--- - LIED——LT'J ! ( ( — PANELS Of EACH SLAB TO THE pOREI BASKET O AS DIRECTED. R .r -�, FiIMMI 11.111111111111. 12. TOOL PAVEMENT EDGES TO A RADIUS OF% IN.WIT.AN APPROVED EDGING TOOL. •.0 RIRFS Nw� ___T 6'l.!_'- = R .. i $$gN ii , ,- 13. DETAILS FOR PAVEMENT TOOTH,PAVEMENT THICKNESS, AND CROW-SLOPE ARE ELSEWHERE w e - i ~- _ Wow O.THE PIANS. WELDED•IRE FABRIC 1 M6. THE CONTRACTOR HAS THE OPTION O USING RELDED WIRE FABRIC CR BAR SECTION C-C { SECTION C-C TAKEFNECESSAR. LOCATE INN LOW INSU E STEELU AT THE CENTERO oTHEr SLAB. �"T - —i WELDED WIRE FABRIC TIKE NECESSARY PRECAUTIONS TO INSURE THAT THE FINAL POSITION a<STEEL IS _/_..__ - BAR REINFORCEMENT G LONGITUDINAL SAWED JOINTS SPACING DOES IN. THE XC NAN[ONE-TNWEU TTHE Lu LONGITUDINAL IN TRANSVERSE STEEL —E' No.A BARS i RWM •I0 WIRES �� -. IS.LONGITUDINAL STEEL WY BE SPLICED KITH 33 TIMES BAR DIAMETER LAPS. AT 24'C-C "'- NT I2' n': ; (SHRED JOINT 16.TBR LAME WIDENS NOT SMDRN BR Fdl VARIABLE PANEL CHICTAS AND TROTHS, SPACE A A _ I ✓> (SHRED MINT REINFOCINc STEEL ANO DORELS AS pIREC1E0. 1 B— R SSS' WCOCC WIRE DONECEEDCSPCNO3ICj .__ cLsSdAIONTJOIT TFR IAL BRIE NTRANSVER5E1 AND 49 IN.C-C MONOITWINALI. GALVANIZING THE CHAIRS IS NOT 1� I I REWIRE°. I I .y y L_'I F la.Oe TA IM BOARDS TOUR ExPUCT THE 1pN JOINT PLATEFIL(S TRW REOROOD TINDER. 'L 1�L.� JTI��` 1 +A d1. 13. PROVIDE AND CWSTHUCT THE JOINT AS APMWED. D— I S.:rj�I...i--w o 20. WHEN CURB IS PLACED SEPMATELT FRO.THE CWCRFTE PAVEMENT,PPOYIDE TNF - REINFORCING STEEL AS SHOWN IN THE CURB DETAIL. THE CMB REINFORCING t — — TIE BARS _=,ry STEEL MAY BE OMITTED MIEN THE CURB IS PLACED MONOLITHICALLY. AT 2A'C-C�i TRANSKRSf BARE LONGITUDINAL BAR (GENERAL NOTES CONTINUED ON SHEET 2 OF 21 4.. II Bggx SECTION D-D SECTIONIND-0 E 11*Texas Department of Transportation ' BAR RE INFOR ANS BAR RE INTORCEW Ni �, TRANSVERSE SAWED JOINTS Houston District B• PROVIDE TOP B TACE O CWB WITH StI.0 •I�W'I.PANSIW JOINT JOINTED RE INFORCED IS-7' IS'-0' IS-0' .....-------1 14'•]' StC[L TROWEL FINISH RI W T 41(TRANSVERSE MIN TACE O CURB WELDED WIRE FABRIC .,,.R ��. �( CONCRETE PAVEMENT BAR REINFORCEMENT Tv,•T2o'DOWELS AT 12'C-C 6•USUAL R 1•-I D• DETAILS (Nth,THREE LANE PAVEMENT PLAN "In Go«:TBDI,W pIMT 1 C (FOR PAVEMENT THICKNESS 10 INCHES OR LESS) NPERYISSIBLFI 3,�} WIDTH - W LOWVeyDINAL N0.5 Bu CUB l :•L N IT101MA1 _ Iloilo GARB DOMES ]' ,SCE$Q¢,EA ICI •s BARS,IE JRCP _ SHEET 1 OF 2 SA-0' CUR pp•Fl/ ..TO nRe DOWEL W X 12'-10' 12'-4'11'-10" 'IfREBElfc4LI • '`, _ CURB DOWEL .RLE,STDG-2.1701 SDA, T �DIL, 's• ,D.3 BARS AT 2'-6'c-C TMDDT WR.2004 DIST rO RO PRDRCT No. HEM, Y 12'-0' I1'-4• TI'-0' D • DIAMETER SECTION pGE s ,th ® XXTI501R ---- Z (2'-2' 12'-1' 11'-2' R • RADIUS ELEVATION 3PPIIF0 PL NEJOINT . T AGM META HOU cWrRw ur JW N,,H•46 T • THICKNESS GROOM D PUNS MINK N GLOB Srq 00 AAG No TYPICAL 611 CURB (DETA IL) SHOOTSMGITIEDIDres BRAZORIA 0912 531 311 CR 403 60'-6'USUAL 10' IT'-0'17'-0'10' 3 1/1" EXPANSION JOINT GENERAL NOTES (CONTINUED FROM SHEET I OF 21 JRCP,,\ I I I21. CONSTRUCT ANCHOR LUGS, EXPANSION JOINTS. AND SLEEPER _ S N0.5•6'LONGITUDI NAL STEEL SLABS AS DETAILED IN SECTION A-A. THESE WILL BE PAID .....--CONSTRUCTION JOINT OR FOR IN ACCORDANCE WITH ITEM, 'CONCRETE PAVEMENT END CURB RETURN i l 1 I 1 ARMOR JOINT (SEE BRIDGE TERMINALS.' EXPANSION JOINTS I DETAILS( 22. REINFORCING STEEL FOR TERMINAL ANCHOR SYSTEMS MAY i3:',,, m I 611.. BE GRADE 40 OR GRADE 60. G E F 1 I A 23. PLACE CONCRETE FOR ANCHOR LUGS AS SOON A5 POSSIBLE OFFSET TO FREEWAY S Q NOTES ANCHOR LUGS j NO.N P IB"TRANSVERSE STEEL AFTER COMPLETING EXCAVATION,TO PRESERVE THE INHERENT a NLOTES ISLAND AREA OPEN SOIL CHARACTERISTICS. EXCAVATING FCA AND PLACING (SEE PLAN SHEETS) W m UNLESS OTHERWISE SHOWN CONCRETE FOR ANCHOR SYSTEM MAY BE IN PREFORMED SECTIONS DOOR SAWED JOINTS 20' CORRESPONDING TO THE WIDTH OF PAVING PLACEMENT. IN THE PL1N5. I BRIDGE TYPICAL LAYOUT APPROACH SLAB in'• 24. APPLY A STEEL TROWEL FINISH TO SLEEPER SLABS AND M 4I,}+ (TERMINAL ANCHORAGE AT BRIDGES) AND COAT*ITN AN ASPHALT BOND BREAKER. M1 I�/'0 x 22' EPO%Y COATED 25. THE DETAILS FOR ANCHORS, LUGS. EXPANSION JOINTS, DOWEL BARS• (2" SPA. AND SLEEPER SLABS ARE NOT APPLICABLE UNLESS SHOWN ELSEWHERE IN THE PLANS. I" ASPHALT ETHYLENE VINYL ACETATE iBONO BREAKER JOINT SEAL PLACED UNDER 26. APPROACH SLAB WILL BE PAID FOR IN ACCORDANCE WITH THE SEE NOTE A ?it I COMPRESSION (EPDXY BONDED ITEM'CONCRETE STRUCTURES.' CONSTRUCTION JOINT (ROUGHEN THE CONSTRUCTION JOINT TO CONCRETE) BY BROCKAING WITH A STIFF BROOM TRANSVERSE TO THE COAT THIS HALF OF DOWEL BAR WITH 27. WITHIN 5 MINUTES OF SAWING. COMPLETELY REMOVE THE K OF PAVEMENT AND CLEAN THE ROUGHENED SURFACE BITUIINOUS MASTIC TO PREVENT BOND. RESULTING SLURRY FROM THE JOINT BY FLUSHING WITH HIGH SURFACE Oi LAITANCE AND LOOSE MATERIAL PRIOR TO QPLACING CONCRETE PAVEMENT.) (1" 3%T. ROADWAY BRIDGE PRESSURE RATER. THEN ALLOW THE JOINT TO THE FOR A 11 \ PLASTIC DOWEL CAP MINIMA(OF %B HOURS BEFORE SANDBLASTING THE JOINT. END CURB RETURN ` 11 BARS "ACINGAOFD AT%1 1A'MIN. LENGTH) THE SPACING OF THE WA•IB' T 2B. DO NOT SHEAR CUT DOWEL BARS. (S'R USUAL E . T N T 1 N0.5•6' FACE OF CURB I `(' 71 �,�(IMM IWQ7M�11 29. SIZE ADDITIONAL SHEAR BARS AS LONGITUDIAL H0 y_�al ■u■ III�rWM •i � BARS AND SPACE THEM MIDWAY BETWEEN ALTERNATE /� ==--- ,�, �.„1111L !�I'II—I LONGITUDINAL BARS ALONG THE TRANSVERSE CONSTRUCTION iiimmirs...—_... ` JOINT FORMED AT THE LEAVE-OUT. 6' LIME TREATED 06,, ,,..„1111 . ' ITYPI \ N0.Sx2'-9'•12'C-C 2'-0' SUBGRADE l POLYETHYLENE FOAM 16 LB. LEEPER SLAB NO-Sx)SLAB WIDTH-4"1 30. IF THE CONCRETE DESIGN REQUIRES GREATER THAN 5.5 SACKS 11 n 1 •10 SPACING OF CEIAENTITIOUS MATERIAL PER CUBIC YARD WRITTEN �� DENSITY) 3'-0' NORMAL FACE OF ABUTMENT APPROVAL BY THE AREA ENGINEER WILL BE RIQUIREO. ENSURE TO JOINT BACKWALL CONCRETE PAVEMENT MIXES PLACED FROM APRIL ) TO OCTOBER 6-N0.4 x (SLAB WIDTH-4") 2 -Q. EXPANSION JOINT JUNCTION WITH BRIDGE 71 CONTAIN A MINIMA(OF 25 PERCENT BY WEIGHT OF CLASS F' FLY ASH. 6 H ..�!lppp�� TYPICAL ANCHOR LUG SECTION A-A ll. IN LOCATIONS WHERE THE PLANS CALL FOR FAST TRACK II r F u/ CONCRETE PAVEMENT IN LIEV OF JRCP (LAID ON CO.PACTED OR " EXPANSION JOINT /l CONBUNC71DNILIZED SWITNAOTHE RUSE DETAILS FAST THIS TRACKSTANDARD CONCRETEN SAWED JOINT TO AATCN EXIST JRCP I PROP JRCP LONGITUDINAL SPECIFICATION. IF THE JRCP IS LAID UPON A BASE STRUCTURE CONSTRUCTION JOINT o. ADO 3' TO THE FAST TRACK PAVEMENT THICKNESS TO COMPENSATE BREAK BACK THE EXISTING FOR THE BASE. F MAJOR STREET\ OF CITY STREET i SAWED JOINT SEALED CONCRETE AND EXPOSE THE EXISTING WITH CLASS 4, 5, OR T REINFORCING STEEL TO PROVIDE 'i Y SEALING MATERIAL I FOR A 33 TIMES BAR DIAMETER LAP. i 0- 1.1 6" 8 IF co I \ all~l a i 11 co .. -.140.4 EXIST JRCP PROP JRCP BARS 1\ SAWED JOINT SEALED WITH CLASS A, u EXISTING BASE •12" \BASE AND ID 10' S. OR 7 JOINT SEALING MATERIAL TREATED 11 SUBGRADE T/2 •1% 'COAT "x22'EPDXY COATED DOWEL BAR•12"C-C SECTION B B IF IM / COAT THIS HALF WITH BITUMINOUS MASTIC (FOR PROPOSED PAVEMENT DEPTHS OF 7"MAX) 1 — r�_ TIE BARS I .filM111111111111= BASE AND REPLACE ANY BENT EXPOSED REINFORCINGNTOTUDNIAL PROVIDE RA EINFORCING. OF IF A 33ETIMES BAR SUFFICIENT LAP, DRILL HOLE TO PROVIDE PDDOWETI12 pOAIM LENGTH)FIT TREATED DE =-- � �_ REMOVE THE EXISTING PAVEMENT AND SUFFICIENTLY EXPOSE THE EXISTING REINFORCING SNUG FIT. PLACE USING EPDXY GROUT. MEET EXISTING SUBGRADE TO PROVIDE A 33 TINES BAR DIAMETER LAP. REPLACE ANY SHEAR BARS THAT ARE * SEE NOTE A DISTURBED, BY DRILLING AND GROUTING AS REQUIRED BY NOTE•29. PERFORM THIS SECTION B-B SEE NOTE N � CORRECTIVE ACTION AT NO EXPENSE TO THE DEPARTMENT. (FOR PROPOSED PAVEMENT DEPTHS OF A'MINI gg -, * NOTE Al N. (MIN AREAS OF CURB RETURNS i SEE SHEET ) OF 2 FOR STEEL PLACEMENT FOR THE �1' CLASS A, 5, OR 7 JO �'1 CLASS A, 5, OR 7 JOINT RESPECTIVE LANE WIDTHS. INT'r. OR OTHER IRREGULAR AREAS, EDGE OF CONC. SEALING MATERIAL II r� PLACE A REINFORCEMENT W SEALING MATERIAL ARRANGEMENT WHICH WILL BELOCK OUT END COBBCOBE RETURN LONGITUDINAL /Y��,. APPROXIMATELY EQUAL BY �• I PLACEMENT LEN H VARIE STEEL I�/' -� TBXOS��NnIB/I�[!f T/O/1.SpO/YCAIO/) WEIGHT TO THE MAIN SLAB OR 125'`MIT AS DIRECTED. FACE OF CURB) TIE BARS•20' FIBER BOAR( , Houston A(strld NOTE. ' H H M.�?_g MUSUAL q ( �1 POLYETHYLENE ��I EXPANSION JOINTED REINFORCED [71:1 run ` FOAM BACKER, JOINT FILLER PLACE TRANSVERSE SAWED F. SAW JOINT ROO CONCRETE PAVEMENT JOINTS WHERE DIRECTED. - � 1' D POLYETHYLENE �1'MINIMA1 WIDTH FOAM BACKER ROD DETAILS �� OPTIONAL SAW CUT EXPANSION JOINT DESIGN F �1•_W•i . ' SAWED JOINT EXPANSION JOINTS (FOR PAVEMENT THICKNESS 10 INCHES OR LESS/ BARS A MAWS) �_ **IF SILICEOUS RIVER GRAVEL IS JRCP SHEET 2 OF 2 •S BARS N3'-Cr USED AS THE COARSE AGGREGATE, NI G1. , CONCRETE SLAB TRANSVERSE STEEL THIS DEPTH IS T/3. ,.E.STOB-2.0911 � I a DETAIL OF BLOCKOUT ©TiDOT BAR.2004 11.1 IA KG •Aa1K1q Uat INTERSECTION OF MAJOR STREET WITH FRONTAGE STREET •OMIT TIE BARS JOINT SEALING DETAILS „1 m S Nou 6 147 TYPICAL REINFORCING PLAN • INLET BLOCK-OUT 1«1,111 COUNT. CONTROL x11 Joe NIG„•., '''''S ADDEO"""11'`;1(” BRAZORIA 09(2 3) 311 CR 403 0 SWALE PI SWALE PI STA 152.00.00 STA 111447.90 LEGEND 45.03LT 44.47'nLT IA r, E SHALE PI - INLET ® AL/GLATEAL 15210 SWALE LATERAL 6E9 STA 153.00.00 :SW15'11,10' RCP 16'X II' RCP ELLIPTICAL DES I 0 37' 45.00' LT ... STA 15003.E6 STA 154469.00 .. • MANHOLE :.: SEE...10117E t TIOTE SHALE LATERAL 0E15 0 SWALE PI (DITCH STA 153.53.00 SWALE PI - :, TYPE C INLET SWALE PI ' ' 171721"117"" MAT. 44.46' LT STA 150403.00TYPE C INLET SHALE LATERAL 5W15 44.11' LT STA 154474.00 STA 154.89.00 4TA.151443.00 SEE NOTE 2 --- EXIST ROW TYPE C INLET 35.46' LT 44.50' LT 0 SWALE PI STA 148.83.00 lir X 9' RCP 37.50' LT INLET 903 STA 154.00.00 32.00' LT STA 145.63.00 . ELLIPTICAL DES 4 X 71' TYPE C INLET ---- PROPOSED ROW 45.30' LTSEE NOTE 2 SWALE PI STA 157.63.00 ELLIPTICAL DES 4 X 263' TYPE J8 MN. SWALE PI ELLIPTICAL STA 150.75.00 STA 151476.00 DES 2 X 326' STA 155.04.00 37.50' LT SHALE PI 35.00' AT 44.00' LT 44.50' LT EXIST ROW 2 STA 147402.00 SWALE PI SHALE PI ; 44.00' LT 0 0 0 SOUND WALL 0 STA 156.50.00 STA 157.39.90 8 0 () 44.54' LI--- 44.43' LT---- • _ ._ _ ._ .=.7 I ! :: . ..- . 1 A , ..c S RANCH RD ‘--ELLIPTICAL DES 2 X 274' IA C= 4 VI - iW ELLIPTICAL DES 4 070' --- A' X 2' X 212' BOX 4' X 2' 0 320' BOX--..„ ELLIPTICAL DES 4 X 274' EXIST ROW 5 -\ -- /-- =- -. =-= ..... --- '. 7 .1 !;".. .• 11. '-'12...4r. § , 0 SOUND WALL II SHALE LATERAL ITI11117 "7 ....... END SHALE - . . BEGIN SWALE pROP ROW - X NOTES. LI i1. . TYPE C' INLETS ARE SHALE PI AFOR * • - 5 I EXIST RON 16* X 9' RCP STA 148.63.00 STA 153.25.21 47.53' RT STA 154.45.30 END SHALE BEGIN SHALE OFFSETS STA 156.65.45 STA 157.37.00 SURED TO THE FACE OF CURG. STA 147436.55 SEE NOTE 2 48.40' RT 48.40' R7 46.00' RI OFFSETS FOR ALL OTHER INLETS, TYPE C g 6• E 44.21' RT END SHALE i 1 6 I 6 I .INLET TYPE C -,INLETINLET 9E4 MANHOLES, AND JUNCTION BOXES 150.00.00 i STA 151.63.00 STA 154.69.00 TYPE C INLET ARE MEASURED TO THE CENTER OF STA 3 Z 44.12' RT 35.00' NT 35.00' RT STA 157.63.00 THE STRUCTURE. 5 . SWALE LATERAL 1(14 SHALE LATERAL 6E13 34.75' RT 2. SEE *MISCELLANEOUS DRAINAGE 4' 2'x X 16' Box 15T X 13' RCP 15'0 13' RCP DETAILS' FOR SWALE LATERAL Ez/js, WINOWALL I OUTFALL CULVERT STA 151.53.00 STA 154.99.00 SWALE LATERAL 8E17 DETAILS. .• 2 SEENOTE 2 SEE NOTE 2 15* X 13' RCP TYPE C INLET ' ELLIPTICAL DES 4 X 263' STA 146.43.00 (PH-Il 100.4 PT) ' ' 4' X 2' X SS' SOX STA 157.63.00 SEE NOTE 2 3. ALL BOX CULVERTSAND APIPE LENGTHS ARE FROM CENTER TO CENTER OF 2 .3 32.00' RT IT_ 'AI A BEGIN SWALE IXANHOLE/INLET/JUNCTION BOx UNLESS STA 150.75.00 STA 151.00.00 ELLIPTICAL DES 1 X 37'-- OTHERWISE NOTED IN THE PLANS. 53.50' IT 46.35' 117 0 50 100 Is LEFT PROFILE INLET 81,11 r417.3..;. SHALE LATERAL 9E5 TYPE C IPLET STA 1544611.00 ripelliETtmli 65 STA 146.63.00 INLET NES STA 151463.00 NUCH2tIrINICMCRep 543.67 SCALE: 1' • 100' H IAMILE VAI TC-57.22 EC•$7.15 TYPE 0 INLET ExIST NATURAL GROW40 ATA IAT.A3.00 1" . 10' V STA 147490.00 STA 154015.00 NORTH RCM TC 4 77.42 60 5..51.65 : SWALE LATERAL Sill SWALE VPI SWALE LATERAL 9E10 SWALE VP1 TC•57.4$ SWALE VPI SWALE LATERAL 5E15 GO -ST911.4150403.00 STA46 ,1513.40 STA.1$7491010 STA 155450.00 '570 11743.00 - STA 140400.0 STA 141463.00 "" It• ON „th,6/30/2016 ADDENDUM 3 1E458.61 t.sp.so t56.1$ : (456.50 tP56.13 2.4611.115 . - - 55 OTITIrr"."11 -1-ILISX1 5. ,',..1, - TG- --.._,..== f 1:12Ma- .3312 x, -.9 : t•I 0,3690 It -j.7.0-3.„.„_,_ --,,i, : 0,,riMica--7,.._,F,„4,,,_,,,...__ _ 'Op 9T.re.t4_ ... 1 N __ SS ..."'7,1,..... .... ,, . .7,41m7arnnwrcric.-7,-- . POL MUONES RAN* ...... .... iiiiimUL- ECCIPTECAr• rriarsa.lbr-- --".... .TPTICXCVE Kit cc'- • 4., 4.41i .7*.'. 4 ::*I * 3 VW MK . NO SS 5ANES . • ,, 5.53.114 t SWALE 3 YR NOL : (453.77 (453.24 tp53.110 , t•53.17 (-03.00 / t.s/oso ; MOTTOES BRANNEN 4 50 (453.24 (.53.50--' 5.54.13 .. -2^ °1:9.,. 90868 4.- 5.53.21 ' .053'074,1 , i . . 543.77 . Z ' STA 1511400.00 ,,ifft6....,............... ; AS 1456.I7 i - . 112,141KETS.OVERENCINAKCAVATION INIOTEC/14111.11114 LANES>. 45 i • ' . .• .• . . . „ RIGHT PROFILE . aims LATERAL NE14 . 4 -4 INLET 9E4 1 . . STA 151443.00 .. -7 -.INLE TVAE.CANLET 65 *cm Am 9.45.70 A 151013.00 STA 1 MM.' SWALE VPI EXIST NATURAL GRCUN8 ST 5 I53053.00 "IP!::;........?...............,..., TC•0.15 TC•57. STA 147436.55 5019TH ROW STA 1 5 1 i.37.0 0 TO•57.42 jig.rya yr...a.m. ..' SWALE LATERAL S11111 STA 146443.00 STA 146463.00 MU"tiMASHES RANCH RD El LANES a 1E457.03 • NO TC•57.22 t4$5.42 t SWALE (456.67 i 5104900000 STA 150471.00 TOP.II.46 n V Ircznave„Grio STA-11346:2F . STA 156465.45 to t=ALA 5.57.os i t SWALE 5.56.03 . 5.56.18 5 SWALE “,1It irl I g 7 55 1.....1211111111111111.1.1i.-IrP .---Til ''.10=0...... - -- I-. v 5' -- •--- . .....- ' ' '.--•,---,/ .1,--...--- •, • • 55 O T.I .littacarnnterrcmr--- -tr-tir rtir-an,v..turi ; -. --. !--t-r-rinr-tort sour : ,, -- •--till takt-titt-p-t-ttR-•-a: .: •-• ,, ''''''''' ;0 3 YR MOL STA 146404600 5p53.67 • • i :543.11 : .52.MI : • ..': 5 1.53.25 STA 154.45.30 5.53.70 City of Pearland,Texas Ht/OHES RANCH ROAD • - te$6,32 (43.4* -......--541.it ' i 141.40 t.ss.so /YR 400. (453 43 SWALE LATERAL KIT vim!: ISA 551.53.00 so STORM SEWER 3 1 1 1-02.1119 4' 71 2' X 66 KM•0.155 SWALE LATERAL 9E13 U.K.60 STA 191490.00 STA 1644411.00 43 5 .43 . 5-54.05: PLAN&PROFILE STA 146.00 70 iswicre , s'll S',Irrr 9 A, 1.55.13 ! 9.4115.75 (.5340 ,,.., 45 2411 bow 632 LIMITS OF MICR EXCAVATION PADTGCTICAI up LAN(S) STA 150.00.00-n *NM ff. 209 0X1 il:-.• . . ts0.0 . 1554 a... .OM 1-3 00 00 -ADJUST EXIST WM ELLIPTICAL DES I X 35' LEGEND RIM ELEVATION TO PLUSH■ITN FlIOI!.:.:.:, PROPOSED ROW DETENTION POB)INFALL SIDEWALK STA • `. - INLET 610 SWALE 561.1.00CeiOW ,,,. STA 161•SO 00 ""' "� LT ELLIPTICAL DES 2 X 2115' Q "'' SHALE-.PS 41.63' L1 BEGIN LEFT DITCH INLET C63 • MANHOLE "- „••,•`^SYA 186.67.00 STA 163.00.00 TYPE C INLET 12./1' LT 54.06' LT STA 166.63.00 2-5' X 2' X 34' BOXES • (DITCH ELLIPTICALAES 1'1 286' °z� 32.00' LT SOUND WALL E111110.1.1 BEGIN STALE SHALE LATERAL 6E16 r~ �� --- EXIST ROW 15' X I!' Rd 5 END LEFT DITCH STA ISMS0.00 STA 186.63.00 TYPE C INLET STA 146.00.00 -.--- PROPOSED ROW 16.00' LT SEE NOTE i STA 163.10.50 42.00' LT 32.00' LT ENDSTA 51111.E * 1:1(3 LT 1 8 M SOUND sat.0 _ (HIGNES_RANCH RD. \ ES. P O - - -.-� I. OFFSETS FOR •TVPE C. INLETS ARE • ELLIPTICAL DES 1 I- - • A ! _ 2-N %2' %63-BOXES 1111111 in MEASURED TO THE FACE d CURE. 7 1� _ - � IRM OFFSETS FOR ALL OTHER INLETS. t .� -^��. �� -11 W. MANHOLES. AND JUNCTION BOXES R SA �-.w.. - NO SHALE -.---111.1-.11-.1111111181.11.11.= CAL_DES 1 X 703'- I!I J ME MEASUIED TO THE CENTER OF ��-5 STA 1{1.96.3{ �.. i _ THE STIIIICTUIE. li 45.54' IT _ __ �� ELLIPTICAL "�i. 2. SEE'MISCELLANEOUS DRAINAGE 8 J•n STA(N SHALE TYPE C INLET DES 2%321' DETAILS' FOR SHALE LATERAL STA 162.60.00SHALE PI U 46.26' IT STA It3.10.50 INLET Q. PROP ROH DETAILS. 1 511111E LATERAL CIAO 72.00' RT STA 165•00.00 1•- t INET 1(2 16'X 12' RCP TYPE C INLET: 47.50' RT 3. REFER TO SHEET'JUNCTION BOX 5 E ii t TYPE C INLET STA 163.40.50 STA 166.63.00:. INLET lO IS• BEND i t ` STA 160.63.00 SEE NOTE 2 )2.00 Ri:: SHALE PI INLET CH6 DETAILS. STA 169.67.00'FOR STA 159.86.7{ BEGIN SHALE STA 16/•00.00 32.00' RT JUNCTION BOX INLET 12.12' RT STA 131.15.00 17.50' IT A I `r'. 46.32' RT SHALE LATERAL 6E1 I END MALE STA 186.63.00 0 IS• BEND `V SW' X 13' Rd STA SWALE.21 SHALE LATERAL CWII 32.00' AT 4. REFER TO SHEET'JUNCTION 10% W STA 160•27.61 t STA 160.63.00 16.33' RI 1/•X 12' Rd CURB)(TO FACE OF CII INLET CSTA 1611.63.00'FOR 12.10' IT i STA 166.63.00 (SEE NOTE 4) DETAILS. t ELLIPTICAL DES 2 X 260' SEE NOTE 2 BEGIN 111111E SEE NOTE 2 t SHALE LATERAL CW(x It' % 12' Rd S. ARLLE BOX CULVERTS AND PIPE LENGTHS iI2'%73' RARE FROM CENTER TO CENTER OF c I d t/2-SETS STA 164.69.10 STA 169.60.67 MANMOLE/INLET/AINCTION BOX UNLESS STY II)II.II(PI 46.50' RT SEE NOTE 2 OTHERWISE NOTED IN THE PLANS. ELLIPTICAL DES 1 X 34'- 0 50 100 is LEFT PROFILE INLET Bq E_C.INLET ... .. __ __ _. __.. ..... _ 65 TTPSCALE. I" • 100' H STA 160.63.86 I ET CW1 INLET 010 INLET CM 1" • 10' V STA 159.50.00 TC•57.26 YPE C INLET TYPE C INLET JUKTION BOX INLET 1.51.07 EXIST NATURAL GROUND STA 163.40.50 STA (86.63.00 STA 169.63.00 NORTH ROW E LEFT DITCH 60 POI HUSHES RANCH RD W1 LANES SWALE LATERAL 1E16 TO•56.64 IC•56.36 IC•56.37 60 STA 140.63.00 ,.. EXIST-NATURAL..GROUND , .. �.. STA 1511.00100 (.yy.16- (HUGHES RANCH RD .. ..STA 186.86.00.... ... I 9/05/2016 ADDENDUM 3 (-16.21 (.54.71 •>•(;.� - ...t0•15.•. 0 F8.SWALE 6iarcA.p51•ca1r.�.- __ _ 55 (•10.10 �-STA111-.-50_0--_- __6� aj� 55 ....TE:7.4 ), N 414., -V. Tla •r4,L�fn 1 (55.66 1111 ,111111,3111..f.1, 1 I .fs�� %*7 •.5'. .... (•5/.07 C WALE - r- II MATTHEW BRANNEN : .[!. _,0 ..... _ TA 163.00.00 _...._ 1 52.so 7 YR HDL: J/ E.12.41 E-5j.21 63 ' 90960 1% Y i YR NOL _.._.. ...__. _. .... _.._ (•52.SI _._. :(6301, ;�. S ... ... (-52.21 )LLLLL��/��/�71R,fss/CEN'A', • g STA 156.00.00., 5 f-66.17 //J (•5231 �`R"'�� e RIGHT PROFILE -SWALE LATERAL WE (INLET 0111 VS/i011 65 STA 160.53.00 INLET CHK 63 $ E•ss.10 iTrE C7Nl(T RR1Cr7MN SdX INIEr .• INLET 6E2 - INLET CR LTC''� ""' EXIST NATURAL GROUND TYPE C INLET STA 166.63.00 STA.186.63.00 f (HUGHES RANCH RD E sTA 186.86.10 IC•56.33 TC•56.37 '"*'•"-"""" "-"" 864, 10 PGL N UONES RANCH no tV LANES STA IC•ST.00 SCA 163HO SO (•55.25 57.Se SALE LATERAL GW1D TC••56.65 SHALE VPt NIO lap STA 151.16.00 STA 153.70:50 =ALE LATIAA.-CI" STA I6e•00.DO WALE LATERAL..1712. (.55.76 C 51.86 STA 164.51.26 30 (•51.57 STA 169.60,67 STA ua.63.o0 Li• _ _ _ (•55.0/ E•$4. (SWALE 55 ► e 0.6'12+7._____ FDA::-.- SS { (•51 03 19 H >..�� D�io -_P_a6� pwa .. X11 c•5�•o0 Atz 1-la _� ' --- a--- o-"1` -- ' City of Pearland,Texas E�31ALE'. -EELZPTTCAC DES TPTDr- TL2f07TQi�ES77t 705�-01C.S- I� $ •• HUGHES RANCH ROAD i pid- 40 3 711 I/01 (SWALE sTA:162.60.00 E-52.97 7 YR(NOL C-52.61 E•52.)1 - 86 _ E'S5.S6. .. STORM SEWER Y- EXIST NATURAL GROUND $711 1{1.15.36 (•52.11 (•52.31 PLAN 6 PROFILE 11•-• SOUTH ROW (-55.17 STA 156.00 TO 170.00 - [•52.71 ,NN. (QF v Y 45 STA k 170.0000 •NwR.•• avay.N �^�O > E•54.05 111-/ 1: 160.00 165.00 110.00 0.11. C"'°' MH CIYA SETIT)RCP)(31(1(C) 1 LEGEND OI O CII A M, spas WALL E .RCP)(711 JUNCTION 6.%MANHOLE STA 112 1i 23 STA 173.51.611 11.75' LT BEGIN LEFT DITCH �y��y,,��.P.� 35.04' RT PROOSEO R0R (SEE NDTE 61 STA 175.53.00 Z`•V11)16 I)(P1 1Q INLET (SEE NOTE 4) 4,,, 51.72• LT (TY 111(6(11(P1 666 !O'%6' RCP I I f MANHOLE Ait49iCOICC�J9CG�► 1W x 50' RCP OELLIPTICAL 2-ELLIPTICAL DES 2% ]0'%1' RCP w/2-SETS I f ' DES/%21' INLET -90;00 IT DITCH PI ELLIPTICAL DES 2 x 313' (TY II1(6111(P) '.A 2 DITCH 527174 1>(5.5 FTI TYPE C INLET (TO FACE Of TOE WALL) STA 173.93.00 12'. O] STA 174.67.00 I ..,__. _ 51.14' LT EXIST ROW T 1 i•-• --- EXIST ROW (HW3 FT)(4 11(C) ® DITCM PI DITCH PI • 72.00' LT STA 176.07.00 A STA 177.10.00 TYPE C INLET O PROP t 1'%b' RCI 5., - �•�6NW�N�{�N 57 55.10' LT STA 1711.63.00 ----- PROPOSED ROTI TYPE C INLET 6..62.40' ' C I... . 32.00' LT I NOTES( STA 172.13.00 1 STA 175.50.00:: DITCH PI I I D5 MGP TYPE C 32.00• RT 32.00' LT; STA 177.00.00 PROPOSED ROW . I. OFFSETS FOR'TYPE C. INLETS ARE MAN OLE O p : (TY III(11)1)(P) 511.31' LT __�C-- STA 173.41.19 • ELLIPTICAL DES I X 260' O> __ __ _ -- -� MEA D TO THE FACE OF CURB. 43.01' LT `. 0 0 II BM �� -"mil* OFFS FOR ALL OTXER INLETS, 0 J I O`:,.. ..... • _ _ = I ` m MANHOLES, AN)JUN:T ION 6.%ES E•32.]W EXIST ROW __rl�Y I ;- - -- ��-�s1•li _ _ _ _ _ -J •.- ARE MEASURED TO THE CENTER OF ©62016.LEFT H _.. ",\, • ' __ _ - -_ _ (N1F.ME5 RANCH IID - r THE STRUCTURE. DITCH a ... PROP 16'x S1' RCP II 1' %2' X 7OL..BOX • --- ® Q f�� _ _ _ _ 2. SEE 'MISCELLANEOUS ORAIMOE 1 STA 174.20.00 yy�� \ 2-ELLIPTICAG DFS Y X _ - Up•00 EXIST ROW DETAILS' FOR SHALE LATERAL 17.15' LT 2 - \\w _ - •- I DETAILS. S CAL DES 1%267 S % � - - ELLIPTICAL DES 1`%317• __ __ _ __ __ SOUND WALL 0 J ] REFER TOSHEET'JUNCTION BOX g 010TH P1 '--�_ __ S' X 2' r. _ -- - 7 STA 176.76.50 H=- •:'=,�.i�a��if•.� um soul ��ww�.w. •y�'A i DETAILS.W CII STA 173.11.30'FOR 111.01• LT U -- - ""'"'\ .,.. O EIID LEFT PROPOSED ROW ` SEA 177.13.00 ETC 01 SWALE LATERAL CWIJ TYPE C INLET 15• SEND 4. REFER TO SHEET 'JUNCTION BOX DITCH SWALE Pi16.50' RT STA%13' .00 Q STA 1' T].00 45A 5' N77.66 DETAILS W CIS STA 17!•31.6!•FOR STA 176.30.00 STA 171.00.00 STA 172.67.00 BEGIN STALE I I 32.00' RT 40.00' LT 46.6$' /IT I ' I © STA 171.00.00IXI I 15.115' NT DETAILS. SEE NOTE 2 I Al 47.46' RT 11/•2-SETS RCP -SWALE LATERAL CES -12'X29' RCP 5. REFER TO SHEET"JUNCTION BOX DITCH s. 14' X 13' RCP W/2-SETS 4 E > 0 TTY II1161111P1 DETAILS CEI STA 175.50.00•FOR 11 g O STA 175.00.00 END SHALE STA 176.63.00 (TY III 111I)tPl 45.{Y LT STA 173.14.45 47.50' RT DETAILS. 45.03' RT ELLIPTICAL DES 4% IN' INLET CE1 Q SWALE PI OIS' BEND TYPE C JUNCTION 1 STA 101.50.00 O. REFER TO SHEET'JUNCTION 60x 10 BEGIN SWALE STA 175.6..00 BOX (75.5 I I 39.01' RT DETAILS W CI IA STA 172.116.23' 42.00' LT Y 1'... • TOA STA 175.50.00 1 s 1 STA 177.90.13 FOR DETAILS. JUNCTION 6.%MANIOLE 47.50'RT STA 173.111.30 STA 1 .111:1 ]2.00' RT SWALE PI S ' (SEE NOTE 51 7. ALL BOX CULVERTS AND PIPE LENGTHS E 6..N' RTSTA 1(10.00.00 3{.{7' RT CENTER TO CENTER OF TIE TO EXIST JO'RCP6.39' RT- ARE FR Om s (SEE NOTE 3) SWALE LATERAL CEO 1QI MATCH APPROxIWTE 2.51.25 IW'x 13' RCP MANHOLE/./LET/JUNCTION BOX UNLESS VERIFY EXISTING STRUCTURE STA 173.50.00 OTHERWISE NOTED IN THE PLANS. FLOWLINE PRIOR TO INSTALLATION 47.40' RT 50 100 1 LEFT PROFILE N --.-- 65 SCALE: 1" • 100' H INLET Cc DITCH 01 INLET CES. INLET C 1 I" - 10' V TYPE C INLET STA 175.00.00 TYPE:C INLET TYPE C INLET $$.A52'16 .0.71.870 6. STA 172013.00 2.34.22 STA 175.50.00 STA 1763.00 E EXIST NATURAL GROUND 6. 6.. STA 174.20.00 TC• 33 TC•51.20 TC•56. 6. 61 C HUGHES RANCH RD POL HUGHES RANCH RD WB LANES E45.42 .. 3 YR HOL ............ ....... ............ EEXIST NATURAL GROUND Q 9/01/20111 ADDENDUM 3 STA 175.53.00 2.32 11: �PtE OF LEX(1 55 S3 Y f-J 1.71 __ 1 *5 .... SrI r �r x r�l �� -- I. .0986 i*. !N •..*. ELLEPICAL DES 1 X 260' •0.1oX-� ;1 E LIPICAL DES 2 . 31 • , /30 1.10.0966 _ F. MATTHEW BRANNEN Sp 3 YR NOL / EJSZD7 E-52.36 so 1 :&:.'1 V (.52.54 , CLEFT DITCH °'•,</ F-O:2�- ,p•, 90868 .&:. E•7E.07 E•SL 07 STA 162.00.00 sqs;��E., 7 6T /5 o S E-52.60 III/ ��.� �S RIGHT PROFILE INLET LV11 MANHOLE CII INET CE2 / 1/4/2011 •5 TY/[.L..lLET JUNCTION sox IVUIIOLE lOUT CEL TYPE.C_IN.ET 65 $ STA 173.17.66 TYPE C.JUNCTION STA 17143.00 EXIST NATURAL GROUND ?17 °"' '101 STA 172•(3.00 TC-.06.$ 01C.n.•.w-w.or*vx ,H BOX INLET TC-56.11 E HUGHES RANCH RD ...••'•a. 9 TC•56.33 STA 1.75.50.00 STA 177.90.00 """`"�0'10Y PDL HUSHES RANCH RD EB LANES E CIS E•5,t•15 •• a 60 TC-N.1J EXIST NATURAL GROUND 6. STALE WI STALE LATERAL Lwl]. ...... ... JLNC ION.610%.MANHOLE TTA/77.13.00 SWALE LATERAL CES ....SOUTH-ROW STA 171.00 00 STA 172•{5.00 STA 173.51.10 SWALE LATERAL CEO 2-6].10 STA 1711.63.00 • 2.64.14. E SWALE 2.43.50 TC 58:01 STA 175.50.00 3 YR.IOL E•5].7Y A _1��_1AI1 w t , 53.12 "---=•-• '�•lf 8��YTy d 55 _-_ _ S3 a ,- `� .�wFi'i of ?9 :6 E m .+== •••'�•.,,.-i.2"T^�- - - :.:�� - - - •- .•� ^X_yct_za -- --- _•:-�� Cit'of Peadand.Texas ' ELLIPICAL AES 4%267' SHL1G ' X ' %1 •' BOx•0.11X1 : LLIPI AL 'ES 4�X 713' • . (0X-'\ 1'.(•)0.1000 X , (•10.2065% HUGHES RANCH ROAD 60 E-52.11 E SWALE E•52.211 E 6.µE DITCH VPI .. _.E-bl•1L 6. YR 2.31./11 STA:1110.00 00 STOW/SEWER y;- ETA(73.11.45 t E-51.76tit 171.00.00 E•5S.1S PLAN 0PROFILE 1%! STA 170.00.00 E-54.31 J1Q (•37.6{ C-51:11 STA (112.00.00 STA 170.00 TO 182.00 2.51.06 1137.66- 'NUJ r°°A S T 4S MALE VPI E.-51.77 s' X 2'. 6.x•O..Ix 45 nr.•.•..,•.,..a a Hen '•% STA 171.75.1/ 23$':LIMITS OF TRENCH: ' w"' 'I" g` E-57.07 EXCAVATION PROTECTION(EB LANES) c..4 p: 170.00 175.00 150.00 b•••F CON' It'%50' RCP o 16' X 37' RCP LEGEND It' X SO' RCP %/2-SETS BEGIN LEFT DITCH 6 STA 190.43.00 W/2-SETS ITT III IN I11P1 ITT II/16.1)IP1 STA N LEFT.DO I i 43.7{' LI - 61.50'07 I EN0.00 PROPOSED ROW INLET �yi� 5• BEtD ; IC IT ET IEI`E J I 30•%{' T7PE C INLET • MANHOLE AV.K t{'x f7' RCP I "J I 1 STA 193.63.00 TYPE C INLET W/1-SET ITT II1(N111P) I '_ 1 MANHOLE 32.00' LT (DITCH STA 15/'10.00 I, STA 110.13.00 14.08' LT 32.00' LT TYPE C INLET 1 1 ]0•%21 RCP --- EXIST ROW BEGIN LEFT DITCH WOW STA 167.63.00 STA 163.10.00 32.00' LT I I •, 7 \- --- PROPOSED ROW 55.17' LT PI STA 18{.1!.3{ END LEFT DITCH I C 1 T END LEFT DITCH 31.00' LT STA 11!•5{.2! 1 I STA 110.63.00 STA 153.00.00 21'%316' RCP 51.00' LT 3f.00•1.7_FI-- DETENTION POND 'E' 8 55.25• Li PROPOSED ROW 24'%300' RCP • �1// -- S II '......--E%IST ROWI- t - - N (NUONES RANCH RD - - - 110.00 I` _ - - .W-. J _ _ ,��:f --.666 61WW IN44 �✓� ��mAmor J TESD U ..T ....... _ .. .......... ... ..... ........ 30' x 6t RCP....... .. .. ... F No SWALE LATERAL LIT H t SOUND WALL F 21' X 316' ACP S I. OFFSETS FOR 'TYPE C. INLETS ARE IS::i 7.1(ICP END SWAL4 1 KASURED TO THE FACE OF CU16. eS ENO SWALE CRYSTAL LAKE CIRCLE STA 167•{3.00 STA 192.55... OFFSETS FOR ALL OTHER INLETS, i a STA It2 50 00 ..F, 44.00' NT ....,. 44.00'.,RT.............. ... .........:. MANHOLES, ANO JUNCTION BOXES INLET E1EXIST ROW ARE MEASURED TO THE CENTER OF 9` E • TYPE C INLET 21'% RCP THE STRUCTURE. C S - SOUND WALL 0 STA 107.63.00 INLET E6 2. SEE 'MISCELLANEOUS DRAINAGE bl BEGIN SHALE 32 00RT TYPE C INLET DETAILS' FOR SWALE LATERAL STA 193.63.00 DETAILS. STA 163.46.00 44.00' 32.00' NT RT INLET E6 3. ALL BOX CULVERTS AND PIPE LENGTHS g r INLET E2 TYPE C INLET 15' X 37' RCP ARE ER OF MANHOLE/INLET/JUNCTION CENTER TOT CENO TER%UNLESS n l TYPE C INLET STA 1200NT00 OTHERWISE NOTED IN THE PLANS. STA 12.00' NT 32.00' RT 32.00' RT 0 50 100 STA 194.00.00 I 66 LEFT PROFILE NI9.61 . 63 SCALE: I' • 100 H INLET1 INLET co INLET E ' INLET 7 I. • 10' V TYPE C INLET TYPE C INLET TYPE C INLET TY:E C INL STA 164.14.00 STA:117.43.00 STA 120.63.00 STA 123.13.00 60 TC•64.06 tC•84.02 TC•51;64 IC•64.!6 -�- Q 06/2011 _........... .�._ + EXIST"NATURAL"GROUND < .. V „KNOW 3 PUL HUGHES RANCH RD W1 LAMES ( NES RANCH RD I1T�ECH YP 00 NORTHNROW GROUND OF` 1 • , i 0 YR 1101; -0.21 1�(-...TE,Y!H _ HUGHES 'U SD o10. [ IX •-- : - ICl ir1000 X i �---•- - . ---1_ --. -' `_-^- %* ••'• - �a� /-� o[ aN MO•E MA '3�!r Sml�1'0.'7Elt� X26 •z Sao':,RCP•00. 1 E _- �_ Sq, rr ANNEN,W TENT/ HEW ER so ~I■ S�TTA 1.1u2.00.00 0.50..3"2"7-"IV •'JO.Q , ,A .... .. . i r_,0.1000% r •...... �pp5 9086E W 8.62.WV�} y J �... 649.66 , .(�CErhEo �?: fTAA 1,1.40.00 8.00.26 8.10.28 E.O.M. �� 3 TR 1100 1H�l,/Q..;E'4� . EL4L91 pp�TqH ea 00 1S : ...... STA.113100:'001 ................ .16 M'�� 60''lIYI7'4.OF.7R[NCN. �- �� 15 8.62.H10 631' LIMITS OF TNENCN EXCAVATION PROTECTION ISM LANES/ EXCIVATIOM PRQTECTION yy/1016 66 RIGHT PROFILE !III • f�LAIESI , 6Singi***4......:,.............,„.. I IIS.�T ICI IT SNAKE WI INLET go ?lT v.F.F TYPE C IK T STA 11040.00 TYPE C INLET ,n. w••• ,�M STA 164.14.00 STA;187.43.00 STA:190.43.40 STA.193.63.00 00 TO•14.04 SWALE VPI TC 31.{f 8.53.94 #C.64.00 TC.64.26 Hi0 STAB 66.00.00 NI RARCN 1p O s .143,71 EXIST NATURAL GROUND SWT STALE LATERAL 817 (HUGHES RANCH RD EXIST AL GROUND i E SWALE 52131 63 00 E-61'96 55 •i1,H'1 9 ST 55 E • x ... I_ ' 1-F0.6520 Xi i1•)0.6e38 _'116w�- X : ea a Texas a 00 •6A3.1M!l0.00.........._... cm NOL TA 190.47 003 NII NOL C'HUGHES RANCH ROAD 3 k 3 Z7W77A'"Ail±7'OT -moi{•0 Soo:RCP•atOE� -- .94.17 HE•12.19�- = �_ • STORM SEWER 1.50.70 10,0.75 8.10.31 8100.00 8.40.00 C•12.1 7 STAPI.N6%tOFILE of t st1AlE 1.A 1;3 IO.00 E•p1.31 �'-- --.00„o19N.00 /0' LIMITS OF TRENCH WEE 1 OF Y Y {1 94 EXCAVATION PROTECTION-\ Iy IEe LANES/ w..MMot. `SA 162.00.00 694' LIMITS 081 TRENCH 0%CAVATIOH lROTECtION lu LAI[S1 �ti 11..53.96. 165.00 110.00 "-.* SCR a1 I . . 11 I ---,44..., b 1n _ ' `` PROP/'X 2•0 SO' BOX //— •• 1• OFFSET 1' OFFSET 1' OFFSET .l' OFFSET / 11' LANE II' LA1e MEDIANVARIES ^ lT'LANE II' LANE PROP 1'R 2'1(Is' BOX . ( PROP DINGWALL IP-11 IHH.4FT) A (I I I 1 I 1 ,311 1 A i 11 An1 I I 17\7---... _.. ..I I - OUTFALL DITCH d W I MI 5207 TYPE JR SPL 3 STAB-130.75.00 • 35.00' RT! 5 I (TO CENTER OF BOX) '311 A `u n I Y K REFER TO SHEET 'JUNCTION BOX DETAILS M/620 STA 150.75.00' u m / FOP DETAILS: PROP 1'X 2' X 2(2' BOX g -- --\\ . -- -- (HUGHES RANCH RDJ/ 1 EXIST Row 0 5 10 SCALE: I" • 10' H " • 5' V Culvert Station D.eorlption Now Appl loan(• Appl l oEDl• Skew 51de T U C Ho Lw Lit Clave Claes Total 0M/or Crook No of Box Cu16M FI I I Bow Culvert Dingwall Anglo Slap.or Culvert Culvert E6t110 Height L6:pM Culvert 'C' •C' Dingwall No.Spade- Height Standard or End Id,IS•, Chon•l Tap Slab Nal I Curb of of Lanes 1..wall Cana. Cone. Area A 6/30/2016 A00ENDUM 3 Spm X Treofin6rt 30.or Slope Thlok•H mlak'• H.IyIt Wing Wing al I Length (Curb) (Ring.) Height (ft) Stan00'0 Id> (SO 1) (ln) (In) (ft) (ft) (ft) (ft) (CY) (CY) (SF) .." OF t/'11 SYSTEM B OUTFALL STA 150.75.00 1-4'X 2' 1.5' SCP-4 PW-1 0 311 6• S' I 3.667. I1 4.633 0.2 6.2 6I _5,• .qT rr . *: '.fry 65 G.HUGHES RANCH MI ® g.' 65 * •'*i 5 MAT THEY SPANNER " 6 .--• �;o�, 90565 �W! x _ "3. r/— . ,TS,0.NS0.4♦2_ ARMHOLE B20 i 60 TYPE JB SPL 60 STA 150.75.00 1/•/201• 1 TOP•57.46 PROP DINGWALL ^•"1 ... 1 s r (PR-11 (HR.FT) bd.,,..4 r, g55 ♦ i \ - 55twi1 16 CRY of Pea and,Texas -• LPROP 1•X2.X16• i STRUCTURE FREQUENCY DISCHARGE HEADWATER TAILNATER VELOCITY �%•0- m S—- (YEAR) (CFS) (FT) (FT) (FT/51 — - ''",8 4'02'016'CDC 3 32.63 54.21 54.16 6.24 HUGHES RANCH ROAD LATERAL d yy i (52 ss 1 52.67 LAYOUT ti $0 . ...PROP 4',X2'X16' B00 11/SPECIAL JUNCTION BOX UPSTREAM - S0 STA 150.75.00 W T A NINCNALL (PN-1) (HAIFT) DOWNSTREAM SHEET I ar I A ..«' aIS. SHEET 52 — 214 I HUGHES RANCH RD- / / / PROP IN'Rp / .i/ / / / nF.: T. / / / W,•. t•"•.c / PROP 5%2'%227' BOX / / C14A / / / FCR DETAILS. / / - -- W Ct1 /// / / J ION'IOII 04603E / /STA 112.114. .. ' ��J// / /,.. STA 36 176,70 / TO ET 36.s1' RT / / PROP 2-ELL IPTICAL DES 2%JL' r PItaF 2-ELLIPTICAL DES 2 1Yr /ITO CENTER OF 6001 -/ / (14TCI4 /• •• L r / ^� / t CULVERT A / STA 173.1/.30' _—__ _ STA 173.03.46 _-- FOR DETAILS. / CV-' a PROP ELLIPTICAL 4 �N� ._- DES 1 x 16•.... V 1 lir F • / Y T OFFSET Mir '�' .... ..... OFFSET // /A 4T . • i ) , JUNCTI• .2 04603E / 1' OFFSET / /?•L V 9 € STA 172 44.23 / 1,' OFFSET .73' LT r" N IT• CENTER OF e0 1 ; / /(i3 A' 1 / /1 0 5 IO / / / / / / / SCALE: i" 510' 'VH STRUCTURE FREOIIENCT DISCHARGE HEADWATER TAILSATER VELOCITY IYEARI ICFSI (FTI (FT) LFT/S1 II 5/30/2016 ADDENDUM 3 53 2-ELLIPTICAL DES 2%(120 7 20.10 57.11 53.63 3.24 -' 1 t HUGHES RANCH RO E. _-t..F rX,�1,I, Sir.'•'• #/i x ,' """""""" '- "- "'' w' I - 10.9' INORWLI u ' MATTHEW BBANNEN I TO.3' (SEEDED) /p•, 90868 ,•.,,• 79.T /SKEWED) 11.0' (SEEMED) • iq• �. L� 1 W C14 /1qf'�/CENSE.2.Ar. 60 _. W CLIA I JUNCTION 509 014603E ,,/'S/o.AA,L Eao� .. JWCTION 90% ops.23 Q.... STA 173.1 6.70E. ,,/ //,�r,Y`•�•: T P 1T2•1632' 1 TOP EL.55.06 ��/N (jn TOP EL•56.72' I I . 9/!/%016 61-41111PROP 0- IPFSCAL GES;%32' 10.101[ -PROP-2-ELLIPTICAL 0E5 2 N' 60.10X—,,,.. _ AAAA AA/.A A AJ.A I Y 50 7 �,St.62' E.51.42' —y E 51.77__ City of Pea and,Texas N •. (,St•73' HUGHES RANCH ROAD LATERAL J( 3 i PROP 2-ELLIPTICAL DES 2 X 3V LAYOUT TO"JUNCTION--BOX MANHOLE THEN CONNECTS STA 1770363 a 2-ELLIPTICAL DES 2 X'IS, Qj ,,,I,•„�T_�„�, �' S„ TO A JUNCTION BOX MANHOLE DOWNSTREAM w,: �_, o..WMlO,. .�,�, 16 Y4 w LEGEt10 PX POINT WRIER - INLET • :.__I • MANHOLE STORM DRAIN LATERAL OR TRUNK I.:! --•-►- PILOT CHANNEL A _ _-� -.-..LJI _s7• 0.21' __ ..-.. l A •• _ - r _- PI 4 ____. :_iiii7 11.CPO -... ►4 } .2-ELLIPTICAL DES 2 xQ� / E•52.If _ - ... -- STA 166•{7.00 SEE•STORY SEWER PLAN � 66.T5' lT IQ r ...6 PROFILE• SHEETS FOR •� ADDITIONAL DETAILS - i ffff ., E HUGHES RANCH no - _ -- �_ SEE'STORMSEWER PLAN E 6 PROFILE' SHEETS FOR air g ADDITIONAL DETAILS 2-ELLIPTICALS DES 2DES 4 x ir I ELLIPTICAL DES 4 x 24'Q P.5 r SEE•STORY SEWER PLAN 1Q , '- i (EQUIVALENT DIA 24.1 9 PROFILE'SHEETS FOR V1' ADDITIONAL DETAILS i I DRAINAGE DITCH TO BE *PROVED BY CITT CF PEARLAND POINT>R x 7 ELEV 2255 0 50 100 FLOODPLAIN MITIGATION SUMMARY 1=15011 SCALER I" • P1 3124665.665° 13774/62.0517 55.1! 100' P2 3125347.6666 137749$1.7030 50.44 =ISIS OASIS AR[EARI • 1.00 AC 1.3 3125354.9220 13774749.0304 56.11 PROVID�EO IYQTIWTi0ON11;SEMI • 1. 9660 AC-Ft P4 3124674.7146 13774911.3370 S4.112 AS,//70/2019 ADDENDUM 3 P5 1124{1].1174 17774665.7321 53.01 PEAR 100 YEAR 0 UN/ •24.3 CFS NOTES. ` PEAR 100 YEAR 0 MUT/ •20.1 CFS• 11 P9 3125331.6111 13774661.1312 52.38 I. SEE'STORM SEWER PLM 6 PROFILE'SHEETS FOR STORY SEWER DETAILS. -ZP\�`.�F r..... PT 3129346.1466 13774759.9014 52.51 •PEAK FLOWS REPRESENT FLOSS FROM :f`'.•' 66,1/ P1 ]124966.2207 13774811.9661 $3.01 DETENTION BASIN SERVICE AREA 2. AN OFF-SITE REGIONAL DETENTION FACILITY WILL BE USED TO MITIGATE THE „f.' t ONLY. EXCESS RUNOFF THAT THE PROPOSED MITIGATION DOES NOT ACC0IOOATE. M 3120063.4112 13774611.53!{ 82.13 MATTHEW BRANNEN 5 3. FOR DETAILS REGARDING HYDROLOGIC METHCOOLOOT, DETENTION P10 31M662.9111 I]7T4t20.770! 51.13 0-0. v'. 90868 ;W^ CALCULATIONS, AND REGIONAL DETENTION FACILITIES REFER TO //Uof / �ED.G`rv_- S 'DMINAGE IWACT STUDY. HUGHES RANCH ROAD, CSJ 0°12-31-311, TRANSIIfA ATION,•PREPARED FOR THE TE, ADE TARMNT OF 11 S/Ow;E� TRANSPORTATION, THE CITY OF PEARLAMO. AND THE ERAZ011[A DRAINAGE MO-/,/��'//f•/l"yjnj'� ` ' DISTRICT SY BGE, INC. /11,6,11,0„,L......"--------- i1/0/2016 IPA 1,w� - m. ZiQ I� S'CONC RIPRM elm ..r•�•....u. .............ti 2. y �ZX STP J j{ 57.If' rn SLOPE VARIES SICPE VARIES nP c \ 0.10X ` ~ 3,\T�� P 10.10%YIN TIP/ {• (0.10X YIN TTI/ S,\T� C j ��. - 'iwn u 3 Y SECTION 1-A 12' CRY of Pea and,Texas g PI MTS HUGHES RANCH ROAD i SECTION B-R DETENTION POND LAYOUT SWAT. W d' SYSTEM C 1Y y r...ma.. 0.2.41.10.2.41.1>• 220 iiW o+. CA. -EXISTING ATST StRUCtORE �M TO REMAIN IN PLACE PG POINT NUMBER QINLET • MANHOLE E•/9.95 Q SEE S10M SEVER PLANS PINT• % T ELEV STORY DRAIN 1100.63.00 PROFILE SHEETS FOR DETAILS /1 3127114.7053 1377133{.]090 33.11 LATERAL OR TRUNK 1 :1 1- 1 A 64.50' LT {y�y�` E•If.]1 P2 31i7723.I2I5 1774Sl5.i4i 54.11 I N Sr IS 32.3{'E ` PROP ROW 3 p__ „g P3 3127725.5433 137713111.5101 53.30 11111m.,--- • P4 3127116.420 13774620.3501 54.62 ' 31276111.6297 13774693.5032 54.11 Pig' P{ 3129612.9494 1377492{0374 52.66..,. P7 3129611.710 13774612.0766 54.62 F - ... • P/ 3127993.3512 13774657.5444 31.31 , _ _- ....... .. 195.00 - -. - Z yy1I 1 FLOODPLAIN MITIGATION SUIMRY 30' %21' RCP (HUGHES RANCH RD REWIREDMITIGATIONVOLUIE -. T .PEAK FLOWS REPRESENT FLOWS FROM a ._. SEE'STORM..SEWER MAN_.__. .. _... .. __. __. PROVIDED MITIGATION VOLUME • 1.10 AC-FT.. DETENTION BASIN SERVICE AREA S PROFILE'SHEETS FOR ADDITIQNL DETAILS PEAR 100 YEAR 0 (INR 31.1 CFS• vOLLmE TO PEAK 100 YEAR 0 WW1 •25.1 CFS• PRORVIIUEDIN THIN REGIONAL DETENTION BASIN. d NOTES. i1. SEE'STCM SEWER PLAN S PROFILE'SHEETS FOR STCM SEWER DETAILS. 2. EXCESF-SITE S RUNCWF THATATHEDETENTION PROPOSED MITIGATION WILL DOES NOTUSED ACCOMODATE. THE n 3. FOR DETAILS REGARDING NYOROLOGIC METHODOLOGY, DETENTION CALCULATIONS. AND REGIONAL DETENTION FACILITIES REFER TO 8 'ORAIRAOE II ACT STUDY. IAg1Es RANCH ROAD. CSJ 0912-51-311. MAZORIA COIRITY' PREPARED FOR THE TEXAS DEPARTIENT OF i 2-21'%N' RCP TRANSPORTATION, THE CITY OMON F PEARLAND, AND THE AZIA DRAINAGE [ s A i� I 1 DISTRICT By SOS, INC. STORM SEE SEWER PLAN S A45 E.I6.00 I SYS + •.T T ON OUTF PROFILE SHEETS FOR DETAIL STA 203•{3.00 1 STA 20{•27.1• N.SO' LT�Q A 1 SI.7. LT 0 50 100 .• E•I9.17 i E•17.25 P _ N 97• IS' 32.66. E PROP ROW TIE TO CLLLEN BLVD SiOM SEWER SYSTEM I SCALE: 1" - 100' • ` ^ PRIOR EXISTING ATIOCTUIE FLOGLINE g 1• . � I PRIOR TO INSTALLATION co OI PS . P7 - r t I v A 6/05/201{ADOENOIY 3 -�- �- X _-1p ..Ek _ •0.a 205.00 _ ,f, t 2 U U -Y T - *MATTHEW BRANNE0 � _ - -. .._ .. w. i ( ._ �' S i 1 gip. 90868 ......,-.• a (NWIES RANCH RD ;..1. ',:� I,�Sg�•....•f,'_ xii11V ,1- 3 1 i I 3. Iii 9/5/2011 9 mu 1500' VARIES •11'�/) 19 S2%Tyr r t3A D I� 2%TY► 3• iY. Criy of Pea -nd,Texas a6 ��i�[,,.G L-- ------4.2:z. o.10% . HUGHES RANCH ROA) i DETENTION POND LAYOUT s SYSTEM E HEE7xU: .-3 SECTION A-A• SECTION B-B ,,.,,,, R V N S NTS nom.*""'"•-c a .MEET "�"' 221 o..., - Ca,., 25'-10• _ GENERAL NOTES' 12'-I1' _ 12•-11• I.DESIGNED IN ACCORDANCE TO*AUTO WALLS REINFORCEMENT SLABS REINFORCEMENT X3_0 i STANDARD SPECIFICATIONS. 12'WALLS E JUNCTION BOX E FRAME\CRATE Q I I 2. IN AREAS OF CONFLICT BETWEEN REINFORCING STEEL AND C 5 PIPES,_ANCHOR BOLTS OR OTHER IITY►) A ^ ;• REINFORCING STEEL THE REINFORCEMENT SHALL BE BARS E•4646' /4f-CUT SLAB REIN STEEL -BARS h•SN' ENC ENGINEER. �O CLEAR AS DIRECTED BY THE • /� I - - - - �TO CLEAR OPENING - N p BARS L ,A T� 1 y_p• 3.ALL REINFORCING STEEL SHALL BE GRADE 60. •'3.12•- , , �— 4.ALL STRUCTURAL CONCRETE ITEM 03310 SHALL BE •'CHAMFER 11, ' CLASS A 1'O 1,000 P51. rein ^�� 1 BARS C (*5) BARS C 1'MT) 1----. BARS O-•SP12,Y ^ BMSA 5.TOTAL CONCRETE REQUIRED•22.2 CT. ^ ) • • f 36' 6.THE USE OF PERMANENT FO13 NOT ALLOWED.ALLOWED.'o RO�-I J I i R f 4 7.PROVIDE 2-47 BARS C OVER 6'%3' ROB OPENINGS. 1L _I-- I ,. ^ I I -pl 1 I---- `` f (�' ^ n.SEE CITY OF PEAILLANO STOW SEWER STANDARD VVV `J`J ERNE B GRATE--1_L I DETAILS FOR HINGED MANHOLE COVER AND FRAME. •1_-.- __yBARS E-•5N•I. 1 ^ Eri 1412t21. ARS L \ i E•E(BETWEEN BOXE311 T--- T- -'T / 3'-0" Q BARS L (*5) RE INF STEEL i —E n•%3' E 6'43' --E 6'x3' m®= 6 QI PROVIDE OPENING 0©� IN TOP SLAB. PROTECT TOP SLAB 8 1'-•• T' •'-0'CULVERT 7^6'7' •'•e•CULYEIIT T^6 r 7-0. CULVEIIT 7' 1, •,.. REMRS WITH MINIMUM COVER OR 0©� ZINC RICH PAINT. 4 A` PAYMENT INCIDENTAL TO INLET ITEM. 0�MOM 5'-3• T'-•• 7'-•' 5'-3• (SEE INLINE DETENTION 0©® d LAYOUT SYSTEM A FOR INLET LOCATION). ©©11131. 0 A ©� 9 I PLAN OS©® SHOWN •• • TOP OF SLAB 3'-0• p g DITCH GRADE MAOpFF[�� EL•63.SO . , t6=".WAGE 70.51.74 FRA'E 6 ORATE EL•64.74 r U� 1Re ` efonee n 4'CONC BLOCKOUT -a ��,� KR ` DRILL•GROUT•4 I w ^ 0 ERT INTO SLAB 111 6•CONC #�I •'CONC #� 6'CWOU #-� • ()LOCKOUT BLOCROUT ()LOCKOUT in f5•YIN EMBEDMENT) RCPT \ I # 7•CONC N- 7'co.NC �# T'CONC I tI g INCIDENTAL L \\l� 1FL•50.17 AeLOCROUTN L BLOCROUT� I LOCKOUT\ I E n INLET ITEM. Q I •/27/2016 AOOCI .M 3 i ) M1111111 ,--17 :tE 0 F TFY 1 N MIN N ELEVATION INC SHED rOR SLA ITY. TYPE A INLET STATION 1)5.22.50 ^* •* TAYLOR NI. KNIGHT v . 129593 ;.Er P = 7-5' 7-6' r-5. 0-)---,BARS 0-4506' )11;S AL BARS0- S• MATCH BMS EW1TlNWMSE (ALL WALLS) 0000❑❑ � ("" A I•N2-67 MRS()-•5.6• BARS B-45416' Y ❑❑0000 6/27/8016iiiBMs C 11\ I - B"R" IIIA �-_... ,A� �.� 1.1421-A •_ --�I� :� 000000 �, ..�»,.,. m. s ' < r� �La�—A tea.• � 0000❑❑ . c II .MSD 6•CONC ' 1 I — BMS A-•n•6' j�1�'i11:1•E 000000 y •3•I x' ()LOCKOUT )p7{( S • Its a •�yN3•E �' 7• W'NC 12.1 gltiYElli �' T ' RCP 112' 4'GROUT ^ MRS 0-5.12 1j•E M�( ()LOCKOUT ^ ^ 1 IM 2•WALL FRAME GRATE '7T'�IT B a< I FL•50.17 I T. I , iLNo.17 — BMSA-•SN• �II L„r,,,, N • BMWs G_ sNI —•••—•_ BARS a '^+ • MRSA ;, a'�• 14 "4, City of MARCH Texas 4 m `' / _ 1... ■ r -•_ 8 y 2.� `'k I�E �1k• ♦ HUGHES HANGAR ROAD % _, .SLY--•--�4. •S•6- •r -N Nyl1 3�'•lNP3 s MRS• MRSA ()MS e c g 3 MATCH MRS E • � MATCH MME WTCN BMS E -4-1--iir1�6 JUNCTION BOX AOFFT A• 'ALL WALLS) TALL WALLS) BMS 0"45.6' TALL WALLS) a-l>_A1 JLs SECTION A-A DETAILS)((J V CUTc SECTION B-B SECTIONTE) C-C SECTION Y-Y SECTION X-X • 'A___ .,...,a, K'* CUT BMS 0 MEN NECESSARY. MOTE. NOTE. ,..mm,A 222 - CUT MRS 0 WHEN NECESSARY. CUT BARS 0 WHEN NECESSARY. LGG ..1' Cu. CA. GENERAL NOTES' ZS'-10' T' A•-0' 7' 12'•11` 12'-11• F0ISAT9}BLE 1.DESIGNED IN ACCORDANCE TO AASHTO SBALLS REINFORCEMENT SLABS REINFORCEMENT (TOP( I - IN AREAS SPECIFICATIONS.BETWEEN +5.12 g Z. IN AREAS OF CONFLICT ANC' REINFORCING STEEL AND•ORCINGTS PIPES,_ANCHOR BOLTS ME OR OTHER ' REINFORCING STEEL,THE REINFORCEMENT SMALL BE 1 � S BENT OR ADJUSTED FO CLEAR AS DIRECTED BY TME 12'WALLS BARS B _I1 - 6" ENGINEER. (TVP) u +506' �,ARNCTION BOX►FRAME B ORATE A 0506'- ITTPI J.ALL REINFORCING STEEL SHALL BE GRADE B0. CUT SLAB REINF STEEL BARS E-•S•6' /`TO CLEAR OPENING - ! 2" CL; .4012" I I -ARS J A.ALL STRUCTURAL CONCRETE ITEM 03310 SHALL BE 4 ' - - - . ✓/ _ ITTPI _ OW/ _.5•6• CLASS A f'O 4,000 PSI. Jp1 (TYPI S.TOTAL CONCRETE REWIRED•25.5 CT. -" - +506' BARS l {•CNA1iE11 }Nj _ . +5.12' ,� 6.illf USE OF PERMANENT FORMS IS NDT ALLOWED. 05012' (TYPI ` —— 1 1 (TYPI T.PROVIDE 2-07 BARS C OVER 6'5 3' RCB OPENINGS. (TYP) .BARS D-03012' - (j 1 ^�+2.5' 51 / ^ NW Boas � WJ !� _ CONST JT - 1 — i B I - 44 TYPICAL SECTION OF TrPI l - C BARS E-s•6• EllY�'L_ 1 # 4' o' x 2' 6` RCB 2.1144'....._... ®N®ST®1� - P{MSA r__.._-_ ; 7 l ��:VJI -—_ .03•i_ length of Box , I R_ $ BARS LJ' 2-0S ADO'L 0©�' 8 ) - X12' \ (BE711EEN sG%ESI /11' Bore J-+5.6• Bottom Slob ❑❑❑❑❑❑ p�t0� Bore K-+506' Boman SIaD t �+.1 1 I I I I +506' - Top 6 000000 % 0©® 3 r Bottom Slob 0000❑❑ ©©� E 6'x1' E '53' ^E CULVERT h*in�i0 uI Ij I VERT I I VERT I I «��RT I iiiiil!.!• ihi•I._ilii ❑❑❑❑� �. rECIIIIEGMI ('-B• 7'1 6'-0' 17J6'j' 6•-0• I'm-''j 6'-0' 1t' I''6'.. I-WoM ❑❑❑❑❑❑ D©® ❑ ©©� ` 000 m u t flliII!IIII0©® „ 0110MIu;uu IOinlI GRATE O AS SHOWN PLAN 1Q PROVIDE OPENING WIIIIWII� 8 IN TOP SLAB. PROTECT TOP SLAB j�ulu�`__� DEBARS WITH MINIMS/COVER OR i s J ZINC RICH PAINT. >tr.eanmmRln!n y DITCH GRADE 1�— PAYMENT INCIDENTAL TO IKET ITEM. 1111I�IIIII��II11!I 1'10�•) 1 TG•SJ.91 { (SEE INLINE DETENTION LAYOUT SYSTEM A d m EL•57.91� fax FOR INLET LOCATION). iiuuiuuluiiuii•iurrn / i'k• rst`m.J 1111•111111•111111•1 154;-ir I- I-II; I—II I I I 1 ,•- 1ii�!!!!!!!!, ilii!! SECTION x-x # # # 1\_ 6•cmc .•cow I—r- .s•,r �# 'LOCKOUT i I { t0'K I I !LOCKOUT I 4 o 2.3' 'cn m Ir's # •LOCKOUT # I 7 PL-r-T IQ 0/27/2018 ADOEIDIY 3 FL•q.J7� FL•N.19 / 1'-Q X Z -6` RCB ^ L L BARS C f*7) •. -*�IPS•Y'O F jt-�gS1,l {LOCKOUT I I 7'-0' ' TAYLOR M. KNIGHT BlOCROUT *3' x{' NBC WNW 1 FLpp ARE ,:F l';'2,,%, ,29583 ;W! i' ELEVATION SMOBN DASHED FDIC CLARITY.1 I. r BARS L (*5) :„•• � Eo-:?W- iV �fgS.GENS,.N6'_ BARS 0- BARS C (*5) BARS J (*5) BARS K (*5)- `'3D9 4 "•"` o BARS A MATCH BARS E1)117 un/xol• G 0306• fEANE{ (ALL BALLS' BARS°- 6' g -._---V -- TE 2-07 0( BARS C BARS 8-0305• I ® 'QLLHBAlL51E BARS 8-050t' I "Awc .^eye Ir-r•,�- ., wit, Air tea\�--,.•� • 'i '- 8� ,°' y 65•A _� BARS E LMMIMIIIII ' `Ii llOtKC0MC0UT I I Iii BARS A_55M F CPI lirn OANU oJ►w�T 9 L I 5i'xJ' WIS D-03012• it a ^ I 03012' FL•tl.37 12.1 CULVERT 12'I RCB 2.5' a BARS E-0506' ,I,�ll BARS D+5012• . S o BARS E- FL•U.19 I FL•49.l9 I a 12'SAL '.II BARS A-.5K' Z. FRAME City of Pearland,Texas �'$ �, 050{' I �� Y HUGHES RANCH ROAD ��— BARS A �sw .Lffi ��• ��.�. ".• + yy _=— �''� S' •.1M-�_�j �' i� _ S�` 7'-A J• JUNCTION BOX AOFF2 BARS A 3'CONC BARS B+SN• S•CONC BARS 0-0306' BMS B-0506' I I DETAILS A• BARS B/ MATCH BMS E I ^ N•sT+a+ BMS G-0106` ' . ^ 030{' {LOCKOUT BMS G-0306' I ^lj •LOCKOUT (ALL BALLS' l r..r�..- t T MATCH BARS E -I mm a,0.0,.,,, 223 MATCH BARS (ALL BALLS/ SCTION Y-Y .•�AM�+• > SECTION A-A SECTION B-B CTION C-C NOTE. BARS 0 NOT SHORN FOR CLARITY NOTE, CUT BARS 0 WHEN NECESSARY NOTE. CUT BARS 0 WREN NECESSARY ...or _ CO 4433 GENERAL NOTES! - 6'-0' BARS J I.DESIGNED IN ACCORDANCE WITH AASHTO STANDARD 3'-0. 3,-0• 65012• , n SPECIFICATIONS. -_ . EA WAV 2. IN AREAS OF CONFLICT BETWEEN REINFORCING �� 1!6 STEEL AND BLOCZOUTS PIPES OR OTHER 23••/-O III L , ` , REINFORCING STEEL 'IHE REINFORCEMENT • BARS K-6S • SHALL BE BENT OR ADJUSTED TO CLEAR. C 1 111 C 3.ALL REINFORCING STEEL SMALL BE GRADE 60. 6• 4.ALL STANDARD CONCRETE ITEM 03310 '44,, J. ' ` SHALL BE CLASS A 4'0.4000 PSI. / ` 161M1111=- S.TOTAL CONCRETE REQUIRED•7.0 CT. 11•NCP BARS M-65 6.THE USE OF PERMANENT FORMS IS NOT ALLOWED. E PIN 10• (TOP 6 BOTTOM) 1' CHAMFER 13‘... BARS A-•'a6' TOP 6 BOTTo1 tTYPI T.PROVIDE 2-63 BARS OVER EVERY PIPE OPENING. (TIP) / / tN 1ta AND eo7TO1 XAB TOP OF MANHOLE B. DETAILSDEFOORR RIN�GEDDRMANH0.0.E COVER STANDARD BARS K-65 • 2-HORIZONTAL ' . . '- Mr! 2-HORIZONTAL . • DETAIL-I DDEESIGN1SIZEP2� . 1)5416. DESIGN• ••••�� DES! ISIIZEP2P r NOTE. ORIENT BAR K TAILS OOTMR SHARP FACED REINF STEEL A BARS D ::: J WITHIN EXTERIOR WALLS -' ) 7 • 05012.] „n •. , CUSTOM LOGO S ®® ; a ems a-656s• ..■ 111 - • 6., % 6 - 10©0 1 TOP 6 BOTTOM 010 ) IN TO'ANO • �1\. E . L BOTTOM SLAB 1H J B L 1 6 0©® CUT 6 eEw sR Ae ‘,\�/ /t 4) BANDING I I ©©0 5 o r _-- Et DEF .■■ —-__ P. :, 3' 4 EQ SPA 3' /, SLOTS ID. 0©� ' CLEAR OPENING ,, ` ' \_".�� t EQUALLY ©®<O� IEA FACET • BARS E-6566• �, ^ • C M LOCK W6� l4)BOLT SLOTS BARS K (*5) ©�® tH' - BARS D-63612' - n ^ I Il� 111 lPic• I.WIDE ON PICKBAR 1 /•' SMARP FACED I 11�©® ran eAns o 1_7......41 ' y oOTHIC 0©t0� 'le' * . CL 65Nx + n n 9{4 'I. BARS K-65 N ^ Q AS SHOWN - o . - I DIA-32' BARS L-63012' (TOP) 516 .4.6.81186161111b7 � W 6 BARS E-6566• 2'4. BARS N-65 lt ! n RANHOLE (TO.6 BOTT) RING A.COVER OTO CLEAR . PENING BARS111 J SECTION OF COVER I 3'-0' 40 Y'4• DIE BARS G (*5) S4011IW2 WALL SHOWING TOP 6 BOTTOM Qi CONTRACTOR SHALL FIELD SECTION C-C REINFORCEMENT SLAB REINFORCEMENT VERIFY AND ADJUST AT NO I DIA-32�/ ADDITIONAL COST PLAN 1 - - - 1 ;? IQ 6/27/2011 ADDENDUM 3 LE ELEVATION OF FRA --�PSk:•pF rEk NNI HINGED MANHOLE COVER AND FRAME I 5..• 4rt,• TAYLOR N. KNIGHT B. r O' s• BARS L (*5) k; 2 I I , , 129591 ;�„ TOP OF AMNIIOLEEL.66.32 IZ' B'-M 2• •''•4/CEN ::EO1 T•...... BARS B BAR 0-6506' _�I1i�..- Ivw�+�VH, g BARS A-6466' 566' MATCH BARS E(ALL WALLS) "`�JJ dA CC Y-HORIZONTAL BARS 8-6366 BARS°-63K TOP O'SLAB / / 6/z1/N16 G ELLIPTICAL►PE BARS A-6 BARS O BARS 0-6566'ITYP) EL.55.22 Li 1— OE5I6N SIZE 2 , ,g66•<MI 2-IIONIZONTAL �1 � CONSTRUCTION .c. g ELLtPtICAL PIPE / k 1 X - rrBB� _ DESIGN SIZE 2 ^t JOINT :T6i3 r.',;=•'7.":::=•" •.•. ry '' �7 BARS E-6566. I,Na�1r/ '� °6'"JN•" 1111 12' l ....,.-.-.,..... ....... y * _�'r BARB D-05N Y •••• ��'kij . .. ��-1� 1111 ALLS Ell FL•SI BZ,�2- FL-31.12 r III ` leilINIMIllif , y°AR6522n BAR E-65K• r1)I�t�� IMI BARS D-65612• ;/1 16 3 - - (\ �/ BARS E BARS 0.5012 III, n BOTTOM Cf / 1 6566' JUNCTION BOX ■_�sia•WNNO1l�■ CONSTRUCTION E. ® i � �i ■ �ormmw �� ry IN��L ;,# JOINT City of Pearland.Texas m F _ eLm . sas.�Aia� 2.1 a.4 BARS B) BARS A 2-MORIZINTAL , a •BARS A-6566• BAS W-6X66•^61 BARS G-6566' HUGHES RANCH ROAD R3 I 66.6• 6 DESIGNICAL SIZEP2 BARS B-6566' BARS A-65116• $y n iS MATCH BARS E FALL WALLS)- JUNCTION COXA DETAILS b! SECTION A-A SECTION B-B TYPICAL REINFORCING DETAIL STA 172•86.23 NOTE. CUT BARS O •�KKJ 1 WHEN NECESSARY wmoN,•.o.l.a.-^24 �.. 1 C..., -ww 10'-0• BARS J GENERAL NOTES' I 65012' 'A I.DESIGNED IN ACCORDANCE TO AASHTO EA RAY \ STANDARD SPECIFICATIONS. 10 III , ` . 2. INAREASaiCONFLICTBETWEENREINFORCINGSTEEL,AeAMK-R5 AND BLOCING S PIPESANCHORBOLTS OR OTHER s•+0. �• � 11-1-C? -1' C a5 REINFORCING STEEL TIE REINFORCElENT SHALL BE 6. Q ENGINEERADJUSTED 40 CLEAR AS DIRECTED BY TME ® 1 111111111 3.ALL REINFORCING STEEL SHALL BE GRADE 60. / �I ILTAIIIII® 4. ALL/LisSTRAUCCTUUL/CWCRET.ITEM 03310 SHALL BE / / III \ / / 111 MOP&BOTTOM 5. TOTAL CONCRETE REQUIRED• (0.S CY. (TIT) �g� 6.THE USE CF PERMANENT FORMS IS NOT ALLOWED. 6'DOWER, '/1 ~I*CS / �^{op'' oTta'snimm K-OS TOP OF MANHOLE 7.PROVIDE 2-0'3 OARS OVER DESIGN 4 PE.1 1 DETAIL-1 N. SEE CItt Oi PEARUND STOIM SERER STANDARD 2-NOR I2drtAL 'THEElirinlit NOTE( ORIENT BARK TAILS 14I SNAIIP FACED DETAILS FOR HINGED MANHOLE COVER AND FRAME. e . •I .2 ` ELLIPTICA PIPE • WITHIN EXTERIOR WALLS L ■(i■■■( im ) 1 * DESIGN SIZE 2 6566' "► ■�■�■■ H-OS CUSTOM LOGO ' A b ^ • ' BARS Q �U=UY TOaCLEAR '.4 RE INF STEEL �! BARS 8.6506'16.566• OPENING •.,,•••,, ~ E . TaP 6 Oona ■�■Y 6 y 0 6 - 0®� `a • " , IN TOP AND ■■■■■Y HORIZONTAL '�� — Q sorra SLAB ■A■YI); ELLIPTICAL PIPE , L`�•-_>'' 0©M_ 3 DESIGN SIZE/ .�/ 4) BANDING 3'-0• Ell©® ■M■�■Y■ 3' 4 EQ SPA r ` //• SLOTS o ' IRREE[Ni STEEEELSLT'OAB_■—■Y■��-- y I (EA TACE) I •�.. 1 r --- - CLEAR ORENINO ,AORiMr\ GAM LOCK , • �-.T�—�v EQUALLY BARS G (*5) ©0� € 4• .4■II!■:III' 21.•/-/ 6 wear SLOTS 0©� ON m • - • MRS E-656{` Li1' I • Mt MWLTI TOOL 36'TOESS Ve.B.C. ©©KOMI i '. 1T� 6M6M\ �, ^'—I A MRS D+03612' •Ei IR-Ml OOTN IC) IBARSL.5612• (rnl • d' '�rim� / ► 1 O As mow BARS E+MASK• • RING& n COVER II BARS J 4/./..- 2.-** SECTION OR COVCOVERIp• SNOWING WALL SNOWING TOP 6 BOTTOM SECTION C-C 40)',•DIA _ REIWORCEJENT SLAB REINFORCEMENT D CONTRACTOR SHALL FIELD BARS K (*5) VERIFY AND ADJUST AT I DIA-32%' PLAN NG ADDITIONAL COST 1__ - _ - A 6IM/27/2018 AOOENO3 I ELEVATION OF FRMS ^ 0...�F r.c.-1-11,,, HINGED MANHOLE COVER AND FRAME -* ' 'I, 3•-0• , 1 07100 M. 01011 $ •;O/P'. 129593 ..t: $ BARS L (WS) II fss!CEN .'c`_ 3 1II•ONA,L- U S.COW elOCROUT 8' 3'-0' 8' BARS B MRS 0+6506' 1T '�`- � BARS G+MASK• I I I I TOP OF MANHOLE 12• 8'4' 12', TOP OF SLAB / 6506• / MATCH MRS E MATCH BARS E BARS B EL.55.58 �(ALL WALLS) 6/27/1016 (ALL WALLS) ASH 8•CONC BARS A-05M' yy COIIC BMS 0 EL•S/.73 �„ ��1' .�, ` \ ■—■ x0cx0ur• I I BARS B-0566• ft:MOUr 4/1 - C01(STRUCTIE .•`.•...,...••...-a,nv H • _��,,,�,f,1��x,,..f)LS.�� Celt (TM MRSA JOINT .....:.„..........7=- °.= .•+•r+••. -le ' ril 7-43; V(!FN' I 6.i>_ //JI I. � II� 0510• 1III� 12• pp 1� . I ACLS toe <¢ ;. I 1 5'X2' I I Y ;. 6'.2' 1- rwstD• „ MRS E-0310• M_ ---- I Rn 6'30i•Al —�EMI/ III BARS D-050)2• 'i1•�/) IB L-- �- ---I 1 .6.61666.66666611 ti - BBAS.E BARS 0-65612• BOTTTOM O sox o1n` ;� BEl CESTRHCTIE City of Pea and,Texas I'll * A ....,...---- HORIZONTAL S % Ji * i. �� :y IBOW'1 n, JOINT FL•31.7J HORIZONTAL \ HUGHES RANCH ROAD $ 2-HORIZONTAL BARS B, ` ELLIPTICAL PIPE BARS B \ HORIZONTAL s, BARS s+6306• MRS 0-6566' JUNCTION BOX DETAILS ELLIPTICAL PIPE 6566• ;„•� DESIGN SIZE/ •„� 6566• BARS ELLIPTICAL PIPE n3 BARS A-•566• MATCH BMS E MH C1/ $- DESIGN SIZE Z DESIGN SIZE/ (ALL WALLS) . SECTION A-A SECTION B-B TYPICAL REINFORCING DETAIL STA 173.18 _ T1OS 1 ' NOTE( CUT BARS G NTSwimp"••`e6vawl. 22T WHEN NECESSARY Nime 6.M. Vn' w.. M"CA.06 GENERAL NOTES: BMS JI.DESIGNED IN ACCORDANCE WITH AASNTO STANDARD 65012' ,BMS R-.S SPECIFICATIONS. EA WAY 2.IN AREAS OF CONFLICT BETWEEN REINFORCING W.-1, �:I iV STEEL AND BLOCKOUTS PIPES CO OTHER III N gag ,lli . REINFORCING STEEL, THE REINFORCEMENT 1'-6• I 1'-•' - SHALL BE SEM OR ADJUSTED TO CLEAR. (,' � II C 91 S.ALL REINFORCING STEEL SMALL BE GRADE 60 UNLESS OTHERWISE NOTED. 6' B'-0• 6' _ W • ` I 1•ALLSHAL SIABEACDA5S CREA TE 4000ITEM PSI. 03310 lL�1� • 5.TOTAL CONCRETE REQUIRED•6.4 CY. 4I10' \ BARS S (TOP 1 BOTTOM) 6.THE USE OF PERIMNENT FORMS IS NOT ALLOWED. U— BAR //NCR (TIP) 7.PROVIDE 2-05 BARS OVER DESIGN 4 ELLIPTICAL PIPE '06652D l- I BARS 11-4506' TOP B BOTTOM BARS R—' TOP OF MANHOLE 6.SEE CITY OF PEARLAND STORM SEWER STANDARD ITVPI 6• CHAMFER S E 11 I INTOPAND BOTTOM SLABDETAILS FOR HINGED MA AND G \I IOsiTha`N1■■■■■■1 CI• DETAIL-1 BMS X-65 NOTE: ORIENT BM R TAILS I I/.•SHARP FACED Q 4 17171 ;' RS A-4S06' tt 6�E 1 70 �I WITHIN EXTERIOR WALLS IOYi1IC BARS D I TOP B BOTTOM.................. �REINF STEEL .8612• IN TO'AND ��■■■■■!!! I.- " CUSTOM Lo°o 1 ) .ARSE BOTTOM SLA. •7.06BBODZIE S• 1 EG SPA 3• , , n ( B®� •''M• �f ■Gl■Y�■■CIL I IEA FACE) �.�•,. CUT 6 BEND I i■I _ I II s� �_ 4 S '- STEELRFF •f I■I _ n ^. nyA ; � .11 ©©� A CLEAR OPDHING I • r.I.,.. 1\ ',�'V:.`�• BARS �I�,�,�� - F , 1 ,j ` '.,.• /" 4)BANDING 3'-°' �©� d 2' CLR .56124 ' i• A: f). BARS R-.5 ." t EQUALLY rtrv) SPACED ( ©©<O� S € i�� i w CAM Lala 6� u) BOLT SLOTS BARS G (•5) M©® � � .- (1) WIC• 1•WIDE ON 177 MILT:-TOOL 36•TG 3N'll.C. 1©®<OM V MANHOLE t HORIZONTAL • PICRBM 0©t0' BMS E-.5.. J I RING 6 COVE11 ELLIPTICAL PIPE ^ /1I SHARP FACED O a i(r- (3 1 .-6• SIO:SIZE 4 BARS J DO'1 • 1:DCB—� I E • I DIA-32' I n - O" - w1 5,_0, 141- SECTION C-C SHOWING WALL I SNOWING TOP B BOTTOM REINFORCEMENT SLAB REINFORCEMENT SECTION OF COVER PLANw Ye DIA 10- DIA-321/3• 1 I BARS K (>t5) • IQ S/27/2016 ADOENOIM 3 1132 `YI ELEVATION OF FRAME --�pSE,OF�f}q 111 HINGED MANHOLE COVER AND FRAME *: s.* IAYI OI M. KNIGHT ' •129593 .W! • $ 8' CORO BLOCROUT 6•I 3'-0' 16•1 /fs..CE . 4.- BAITS°-•S 1.. ..... S/ E�- 1TOP OF MANHOLE 3y .506 A MATCHLLWALLS) 1p�p;;,,r�K)" �� E BARS C-.5 BARS B BLLCROUT TOP OF SLAB / I g C4/'--1k14 4/'-- 1 14 MATCH BARS E BARS A EL•56.01 6366' I —mac._ '� �"-EL- E7 TALL WALLS) •566 6'CONC ' BMSA 6,COMC EL-54.76 N11101111111 ` \ ■—■ , 23y-.5 xacROUT 65661 BLOCROUT CONSTRUCTION 6/27/2016 u � BLbCRWT �i BARS a IIII� R!E� w .=1I� r' r=.w' s .366' S.r•+..14 /NV I'1 m>r_ i�J. -. FYI Ix• l::w..,....,•.. &o N BARS E iW I 1 I EMMakil Ic ^ BBM WALLS j5'x2' S,B 6RCB2 r BMS E-6506• RS Rce7 -- I ' 111 BMs D+S.u•7'1a .'�J•S2 B L--- 3 _I I11.' BARS D-.5612' III !B°TT°Y OF111,' 3�— r -- _ �-- n JUNCTION BOX '11'42 IB N i II�B�BBBBBBEmE B`x CONSTRUCT ION — E► MMI E SAMM ;� HORIZONTAL / 1 BARS A-4506' City of Pea nd,Texas NT FL-51.76 ELLIPTICAL PIPE a W BARS A IBARS G-•5 BARS A BARS B MORIZOITAL BMS 0-05 6306• DESIGN SIZE 4 ITYP1 4506• 4506• ELLIPTICAL PIPE BARS 8+566' MATCH BARS E HUGHES RANCH ROAD DESIGN 312E t (ALL WALLS) Ply 1 SECTION A-A SECTION B-B TYPICAL REINFORCING DETAIL JUNCTIONBOXC1 DETAILS 6 NOTE: CUT BARS G NTS MH C15 b WHEN NECESSARY STA 173.51.69 1113'7 1 GF I 3 r''' wn 3..111 64[1.Y!).°'1 228 C or CA 403 GENERAL NOTES' I.DESIGNED IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS. 6'-7• 2.IN AREAS OF CONFLICT BETWEEN REINFORCING STEEL AND',LOCKOUTS PIPES 0R OTHER IIIIEWMEN REINFORCING STEEL, THE THE SHALL BE BENT OR ADJUSTED TO CLEAR. 1 I/1' 'ARP FACED 7.ALL REINFORCING STEEL SHALL SE GRADE 60 11 1'-0' 5' GOTHIC UNLESS OTIIERHISE NOTED, ----L%,,, CUSTOM LOGO 4.ALL STANDARD CONCRETE ITEM 07310 �, SHALL BE CLASS A 1'0.4000 PSI. I IA • $ a S.TOTAL CONCRETE REQUIRED•7.9 CT. .--14.1. AAA � 6, JI/JY;.,6 '� - 6.THE USE OF PERMANENT FORMS IS NOT ALLOWED. I y:s2 l^ `v 6'CHAMFER E 1C`_ I BARS B-•SW6' TOP 6 BOTipI / 11 BANDING 7.PROVIDE 2-•5 ADDITIOWL MRS ABOVE EACH RCB. ITOPI ��AAA I I IN TOP AND BOTTOM SLAB .�.. SLOTS _ --r•- ik \ , t� EQUALLY 6 DETAILSTFOi HINGED WSNHOLE COVEER SAIDNFRAIE. A P CW LOCK .....- 011.6 SPACED 1 f --- .;,d IA) BOLT SLOTS iriFN. 111 )PIC• I.WIDE ON ` • MULTI-TOOL 76•TO 76%2'B.C. Q ' BARSA-•5•6• BOTTOM i I — y PICRBAR 1 1V•SHARP FACED 1 1. �.E IN DN.TCGI AA11OAB OOTILC REINF STEEL to BARD D CUT 6 BEND ` I CIEOPAI_16OPBOETII TO • • ®�_ •5.1x• 1411.107 ,:,/' LAB n[INF // '4 .. I DIA-52" I n 0©� STEEL TOn _ $ 6' OaPFENIID t 1•Xz' i —V D©® b ncs Y KOZEIMMI d -------- SECTION OF COVER ^ z CLR BARS — 0�0 9 e ITYPI H•124 N 1 101'i' DIA ©©<O11 -1r O R 1: '1,',\:._;k I I 1 DIA-72 A. I 7,-0• 0 AS DOWN a I 1 Y ry BARS E-05,911•IJ I RING MANHOLE6 COVER BARS G f615> d (p� :t 4'112' V .1 2.-G. 1 IRCBr I E II ELEVATION OF FRAME 5•I I VO III' HINGED MANHOLE COVER AND FRAME SHOWING WALL 4 SHOWING'TOP A BOTTOM ' REINFORCEMENT SLAB REINFORCEMENT PLAN IQ 9/27/2016 ADDENDUM 5 51PtE DFFa'?fl. *Ni 12'x_ 6'-7' J2'_ *•. •*i TAYLOR M. KNIGHT i ''p, 129593 ;W! $ MATCHOBARS E BOX OF JUNCTION.46BARS•', ''';1 / !EO•��•`4/•• P: (ALL WALLS) BARS A SMS B BARS A BARS A BARS 0-05 IIS/ONAL EN• �M. ' •SK' MATCH BARS E IRA... 3' r_____ TOP OF SLAB i i MALL WALLS) `'S-O -Nn l't = '!�� % �07 .�� 1 EL•57./6 % J ( CONSTRUCTION J �` • - 2-5 x-� [. 2-•S MI6 R V2T/2016 F�� IADDI \ (ADD) �� F'•, IAD01 BARS B iiiiiiiii 'MI JOINT tit t' F 1c•; ■�� F� E BARS E /T I I MIIIIIIMM r r- I I 05.6' rt' 12 ' aim, ;• rnu ° e i 1 L I'N2' F1 152.96 I I•N2• o o 1'x2' I1 Ii 1 1 L 1''12' FL I S2.f6 I 1,'Q� B� WALLS »•,,••, •"••-. ¢' . I I 1 1 r iH I N BARS E-•S•6' RCB 4G RCB RCB RCB SMI BARS DwJ•12' BMS D 7 /` L•32.96 a •3.12' I L-_-lL--I I I 1 I L----Il--I 1 BARS D-•5.12• 'III ^1 BOTTCN OF 111- 11.1111111001. e e —= 1=1.0011111.11 a JIMCTION BOX i �1 1 u r _ _ Il � l Ic°STRUCTION _ �R� rJOINT O BARS A MRS s BARS G-•S , BARS A ' BARS A-•5K' City of Pearland,Texas d B •5•{' •5.6' ITYP) •5.6• BARS5 'B BMS B-•SN' MATCH BARSRE HUGHES RANCH ROAD -a,' (ALL WALLS) y SECTION A-A SECTION B-B TYPICAL REINFORCING DETAIL JUNCTION BOX DETAILS O 4 NOTE. CUT BARS 0 MNTS MN P20 E; CUT NECESSARY STA 150.75.00 simi ,ay.aw L II 111/2019,..w aOf LL P.., w«n 29 SIDEWALK NOT DIP GALVANIZED STEEL _..{�.,..� SWALE LATERAL SIeYAIIT f' SIDEIALR CURBSWALE STA NMLENGTN (WHERE SHOIMI OPENING INLET HUGHES RANCH RD PIPE ALLY DITCH OF PIPE SLOPE ME C INLET / TIE IN 12/4.1 1.0 PIPE) i� I.D. I.0. CENTERLINE SIZE FLORINE FLORAE FOR MTEENT SL: PE CLIENT NILTI KRIK BOLTS A27 A20 104.41.00 11' 51.24 53.74 10 25.0 . STABILIZED MAINTAIN I'MIN CLEARANCE L 2 yM,%2'%%• EI/ED 2 Yx'MIN BACKFILL A32 Al 124.63.00 16' 41.63 54.18 f 25.0 ISLE NOTE 21 5•RIPRA► ELEVATION VIEIY E CONC(CL 0) SEE'RCP SWALE 1111 wl 1]6•{3.00 IS' 54.44 55.62 11 10.7 A� / LATERAL ORATE 1116 8112 136.13.00 11' 31.37 53.62 13 9.7�S/ _ 1112 113 139.63.00 16' 54.14 55.79 II 15.7 x-5� 1820 111 1311.13.00 IS' 54.07 53.67 14 11.111-1' ►I►E 111] 113 117.57.00 i3• 31.74 54.97 10 22.4 Arilt I2Y6• IOYI 763 1M1117 116 I/7s3.oo tl• sl.K 5s.s5 11 13.11 FIRI ISPT 1111 BBI 113.67.00 IS' 57.51 35.IS 10 le.{ OSX TOE BALL'� S'RIPRAP 1111 Bw 113.63.630 IS' S!./7 SS./S 11 11.1 CISl l sl - �_ 1115 118 146.63.00 le• 33.33 31.61 11 25.0 111_,-` wFf 1110 101.63.00 1Y 57.17 Ss.12 11 24.2 ISORISRCP WALEEBEI° 5E7 151.63.00 IS' 43.17 53.50 10 22.4 TIE-IN FLOILINE 1 1E1/ BES 151.63.00 11' 53.10 55.75 13 21.0 $ l B ��-yrs BEN BES 16/•K.00 n 53.50 43.67 t/ n.] , ,,. 8E13 8E6B13 ISI•K.00 16' 53.43 51.13 13 17.3 S LENGTH OF PIPE FCR PAYMENT - _ d I _ 8E17 163 157.63.00 15' 33.77 56.13 tl x2.4 BE17 KI 131.117.00 13' 53.70 56.60 13 24.6 8E16 BEI 160.63.00 15• 54.07 55.66 12 15.1 9 * SWALE LATERAL DETAIL - Cs 8E11 6E2 160.63.00 IS' 54.00 55.10 13 1.1 11111111,111111 ASTM 01110 CR2 163.40.50 16' 52.93 34.60 12 13.6 A36 CIII CRI 166.63.00 16' 52.11 51.70 12 13.7 4 STEEL CR12 CK 118.111.S7 16' 52.31 54.03 12 13.9 m -_--CS � au CII nr63.oo u• 32.61 53.5$ a 7.6 yy I !'1 I SIDEWALK I WM; CE6 CEI 173.50.00 1e' SL» S7.13 13 11.2 ' ' 1 PIVERSI CE4 CE2 17..63.00 1.• 52.2, 57.32 IS ..1 I l I CONC1CL 11 IM NTLTIKRR BOLTS E17 EI 161+63.60 it' 50.35 32.36 11 18.7 1 3 CY SRALE EIS El! 200.15.71 16' 40.51 52.11 10 25.0 I I I f•SIDEWALK) A a ! IS'OR 111'RCP [fit PIPE LENGTHS ARE MEASURED iRdl CENTER OF INLET TO SWALE I I I I I I IRIERE sIIDfNI A _., s-I. PLAN VIEW '[ 1),. ..1.-41A en . 1 a S" RCP SWALE LATERAL GRATE DETAIL 1. 1Q 6/06/2016 ADDENDUM 3 I. =4',..-.9.F-7.9'.44, 0.32 MIN fal s T C INLET M%MAX K _ s MLII I FINISHED GRADE ;Ai •.*,./ Y v �I w TABLE 1 ERIC N. uu , { 1 SCHEDULE FOP PAY QUANTITIES CF CEMENT • %A.,.4 071402° 4'.7 e e {a STABILIZED SAND BACKFILL (SEE NOTE 31 !' pCFtfiE*�♦- a • . • 1.63 MANHOLE OR CEMENT STABILIZED CEMENT STABILIZED '- /< N� • I I I • -' ._ +--J-_]a INLET DEPTH ID/ SAI)SACKFUL SAND BACKFILL J\i 1 IN FEET IN CUBIC YARDS [N 10115 ,..)..g"=!____-_--___---- 1 I 16'OR 111'RCP aN�11 11.61 TONS/CTI 1 I I TOE RALL A 0 THROWN S 5.75 11.4 Wall I I I #�>4 TNIIOIIOH I0 6.25 13.0 ,+.. I I I I` GREATER THAN 10 12.75 20.f +..+.n.r.....»» ' I SWALE TA:1 STABILIZED *TO BE PAID UNDER ITEM 02252 CEMENT W .....� FACE OF CURB SAND BACKFILL STAB SAID 1161 (INLET OR WI NOTES. 6' (SEE NOTE 41 1''41 U ' SWALE LATERAL PLAN VIEW 3. THE CONTRACTOR IS PAID A FIXED ESTIMATED IN TONS FOR CEMENT STABILIZED SAND /gCEMENT STABILIZED SAND BACKFILL SACKFUL BASED ON DEPTH ID/ AND TABLE I. City of Pea and.Texas sFi y AT INLETS AND MANHOLES 4. 6'CEMENT STABILIZED SAND BACKFILL WILL BE MU(R(ESRANCH ROAD g 1 NOTESIREQUIRED ONLY FOR PRECAST UNITS. TYPICAL DETAIL MISCELLANEOUS 4 S. FOP CEMENT STABILIZED SAND BACKFILL AT CONCRETE DRANAGE DETAILS I. ORATE ASSEMBLY SHALL K PAID FOR UNDER ITEM 02603 SY THE EACH. NTS PIPES AND BOX CULVERTS. SEE 'STANOARO DETAILS. N� + g,_?, BEDDING B BACKFILL STORM SEINER' FOR IcoS DETAILS. M..+r�._.... 2. ANY ADDITIONAL CEMENT STABILIZED SACKFUL QUANTITY REQUIRED AT bow INIAI wvaw+ SWALE LATERAL SHALL K SUBSIDIARY TO ITEM 02252. • 31 4 A LEGEND i i H PROP LUMINAIRE POLE LOCATION SINGLE MAST ARM �� PROP LUMINAIRE POLE LOCATION yPROP ROB _ _ DOIaLE MAST ARM a PROP PIAL BOX -- PROP x PVC CONDUIT1 Z J -.5.- EXIST RATER LINE /BY OTHERS/ G ZZ ., NOTES/ • E HUGHES RANCH ROAD A 1. ALL STATIONS AND OFFSETS ARE STA 172.14 I '• • • . / I MEASURED TO TME CENTER OF POLE. 11.79' LT IA I , p 8 PROP RCP 1'BL + 12'IL ,� _ Q1 PROP R011 - y,r•g 2. SEE UTILITY LAYOUTS FOP DETAILS OF p (TIP) , - _ - A�-_ _- _- - -N EXISTING UTILITIES. - CO v ` =— !\\\_��4—__.w o- rPas � ..•,.........._ ®•®� 1, . 3. CONTRACTOR IS RESPONSIBLE FOR FIELD •® ry a — E �. VERIFYING UTILITY LOCATIONS PRIOR TO WN I.... . .... .. .. — N CONSTRUCTION.. Z k .. I\ _ .. I1 � �•_. ._.- tlO.00_ _ , 4. PULL BOXES AND WARNING TAPE AND J _ \ \ _ , _ _ -- --- A INSTALLATION OF THESE SMALL 8E iiiii�` - - - --- �I�. alb�r - - - - --- S SUBSIDIARY TO INSTALLATION OF THE . �— N � I'- l,10' - - -_. - '3 - .. v �� --►�—_• V CONDUIT. INSTALLATION OF LWIWIRES - I PROP ROM ` j STA 172•ri I: 0 STA 177.00 I 1 TO BE INSTALLED BY OTHERS. a STA 171.10 11.SO' RT N.. STA 173.00 41.50' NT STA 179.00 STA lt1.00 '� S.E1' TE 'W•/' 11.30' RT /TM/ ... I 4PROPCURB RT 19.01' RT• S. DOUBLE MAST ARM WL MEDIAN SHALL HAVEaCONCES IN CENTER FOUMO TIONS. 9 E SEE NOTES I '• PROP RCP F. IP INLET (T ) GROUND WIRE IN FOUNDATION SHALL DE ASUDSDIARY TO THE COIIC FOUNDATION. a o B. SEE ILLUMINATION DETAILS SHEET FOR STUB-UP DETAIL AT ALL SINGLE MAST ARM I N I POLE LOCATIONS. [ A 7. CONTRACTOR SHALL DETERMINE MET1100 OF CONDUIT CONSTRUCTION AS APPROVED BY THE ENGINEER. 0 50 100 I SCALE: I" • 100' g ..La >SE OF T. .0 ♦,• 00 ♦�• QRI�Y I I'. •VIILJ��Q VR1'IaYQ ; ERIC H. LIU �7 y 1 $ IQ PQj QW'IaY = 8 OET7302 ?W� q PROP ROB__ __ IQ E HUGHES RANCH ROAD okr-war' I o / ,��{O. • CY _ - ` -- �..r IIII�� _ �j��/O N"Y NM ABS u UI- _ _ _ _ _ _ —_ _ .. _ 1. _ _ .. _ _ = V!/1011 7 W ...... 190.00 ...... ............ 4 w t.: A Ipli7 .r.A. :^ x.... ..:f,.:�.. �� ROa _ ._._. _-`'� - - _._..,�, __ Exisoi H PROP OURS INLET tTYPI - PROP RCP ` /t , ` ..... /TM 7 /Yi 7 j��M1§,.' CRYSTAL LAKE CIRCLE �'i'/�Il/.TLI1 STA 1112014 STA 119.00 STA 107.00 STA IMMSTA 191.00 STA 193.00 City of PPeealrany,Texas 53.50' RT 41.50' NT 11.90' NT 41.50' RT 41.50' NT 41.50' RT HUGHES RANCH ROAD Ry i ILLUMINATION LAYOUT 1 E PPFT.(a s A p.....,• l:a a wbN" - 271/ 9/09/2018 ADDENDIA 3 � A.... LEGEND PROP LUMINAIRE POLE LOCATION i •-wSINGLE MAST AlA fr f MCF LUMINAIRE POLE LOCATION s DOUBLE MAST ARM c N PROP PILL SOX I END PROJECT KI. -- PROP 2'PVC CONDUIT 12'HIL STA 206.29.09 R f %-3,126,662.6324 -w--. EXIST WATER LIME (BY OTHERS) =O r Q Y03,774,851.2495 NOTES.Qte' Q 4387.14 41 Q�iiIOQ Y SO IN ' g 1. ALL STATIONS AND OFFSETS ARE S. ( 'BL HUGHES RANCH ROAD 0MSLi�R7 1 MEASURED TO THE CENTER OF POLE. _. .._. _r...._... W..w w,_w....w_w._ _. w .w-!raw_ M _� �/ _ �E 2. SEE UTILITY LAYOUTS FOR DETAILS OF 8 d �, _ EXISTING UTILITIES. •«.am�'a .�a.�.3, �J� 5't i�-fin- -,..- �."MA _N_w_w__N_w w.3 4 ._ _ __-_ __` _ -_- -_ _.__-- ...... _ _ 3 3. CONTRACTOR IS RESPONSIBLE FOR FIELD ........ �...... ...............I ..-............. ........ . I. � --" - VERIFYING UTILITY LOCATIONS PRIOR TO _ _ _ .. _ _ _ __ CONSTRUCTION. .. U) 195.00 I - T,D JC ....... .. 205.00 N 3'. >g w .... ,............ ........ ........ _ .. w 4 4. PULL BOXES AND WARNING TAPE AND F .r- .._.. .......... ...... ..... I INSTALLATION OF THESE SHALLBE 8 a __ __ __ __ __ -- - -- __ __ -- __ __ __r_ SUBSIDIARY TO INSTALLATICNOF THE d V EXIST NOB w \ EXIST ROW.,I,• CONDUIT. INSTALLATION OF LUMINAIRES ..._ _,...,, `PIIOP RCP : _ TO BE INSTALLED BY OTHERS. RB 9 E 6111 INLETCIITTT1) ` P.. 5. DOUBLE MAST ARA POLES IN CENTER A STA 195.00 STA 19/.70 STA I99.7S STA 200.75 STA 202.75 STA 204.50 1 MEDIAN SHALL HAVE CONK FOUNDATIONS. n 41.50' NT 41.50' NT 41.50' NT 41.00' RT 41.30' NT 41.50' NT SGROUND MIO REINHE FOUNDATION CONC IOMSHALLII.E N. SEE ILLUMINATION DETAILS SHEET FOR $ ; STUB-UP DETAIL AT ALL SINGLE MAST ARM POLE LOCATIONS. d . I I 7. CONTRACTOR SHALL OETEIWINE METHOD OF CONDUIT CONSTRUCTION AS APPROVED B Y THE ENGINEER. 0 50 100 SCALE: 1" - 100' F, -R�p` OF IEA'�t I I ERIC H.LIU •Ip., •107502 ,"..� i _f,04...... 9/3/2016 I City of Pea -nd,Texas A /HUGHES RANCH ROAD ILLUMINATION LAYOUT 3 MEET 1 OF 5 '19 OM SWIM EH>,N,a 272 0 9/05/2018 ADDENDUM 3 ".' _ BEGIN TAPER — OI 3$?3$• STA 101.81 ®REEL PAY MR TT I 111)ISL/114-1 25.00' LT O 1 m REFL PAY MIR TT 11111(RAY)(4') BEGIN PROJECT EXIST SIGN STA 100.21.17 ♦ t � SEWN El ® � ON PROP SUPPORT 1eQx+• ISOUT (IRI ®REFI PAY INR Tr 1 111115L01 It'I %•7.119,1».»7T �' STA S, 52.02' LT r��• 60931119'HUGHES RANCH RD STA»•70, 52.00' LT STA 102.50I �p I REEL PAV WR TY 1111)(SLID 112.1 T•I3,771,197.1171 2 1• DomMil O N3-3 30111X-130° STOP REFL PAT WK TT I 111(SLD)121.1 STA 7' LT N It.f1' Lt 1 25.0I' LT a.). TO BE RELOCATED 36'z 3{' O STA 10+491 (D REFL.PAV WK TT I )U)(ARROW) STA 102.50 STA 108.76 SEE DETAIL A FOR 14178 LFTa. MEDIAN STRIPE • le S LF 14132 li 1.1 0 MOMS RANCH ROAD ®REEL PAY WK TT I OD(WORD) wEEO 3BEGINII DBL Lti - _LTIJ�- _ — — - _ — — — _ — — — ®REEL PAV WR lI 1ri(MiD MO50) ... Taa __ -. ig�� _ _ _ z _ _ PAY WR T ITI( DI II 1 M�/ ,�11�-tom •00 - N LI REELII SL 2' p 01111.—.... ......._ F%IST R � .. � 110 REFL PAY I/IR T I 7 SLD MEOIR . / VII 1 ' SPA'98. „- M 200 LF __ J ®REFI PAY WR TT I PO(SAD)124'1 {.2f' 8 If.21' LT 1'1 ''�I hi -- – 111.11 LF b END® ►- - - Ill [•1 [•1 - IJ PI U ®FLIM EXT PAY WK 6 WKS k STA».08,0.00' RT I'I DBL END 1.1 SEED O -_ - - W 7f LF ®REEL PAY YM TT I 1111 1001114.1 L 34 IA • 2/LF IJ BEGIN I.1 LIMIT 24'2 IJO' ®REEL/AV WR TTI 11111081 ARM/ AA 1 STA 101.75 XX STA 104.02 ▪ d STA 11.11,17.97 RT 25.00' LT ' ®TRAFFIC 1(1TTON TT 1 Elora T SIGN O (2.L96' UT STA 99.01 /I STA».01, 11.»' LT PROPOSED SIGN 5 111-18 27.76' LT BEGIN® S6'z 7e'• STA»•IT11.1011' STA 98.26, 0.72' LT NOTE, 11 I I. ALL EXISTING SIGNS SHALL BE REMOVED Y BEGIN PT STA 11.77. 26.11' LT EID © UNLESS OISE NOTED. REFOP STA •17. 19.72' RT WTCX E%IST PUNT WR5 PC STA 99.60. (8.03' LT EXISTING SIGNS WILL SE PAID FOR a (5) STA»•72, 49.99' ER RT - Lt101TEN 02200 W o S = 2 ....-.... o SPEED 0T SEE STANDARDS PI ADOI2, PM121-12• 12 . 112-1 LIMIT " 0 i ••..............................: 2117)' LT AND PY131-12 FOR ADDITIONAL PAVEMENT ^ 21•z 70' MARKING DETAILS. STA»•1735 113-3 0 50 100 _m.I�i= C HUGHES R-NC11 RGA/ :...__. -l•l`.df� '1-""---- -- SCALE: 1' . loo• I'I DIE M R'I20 BEGYNEE"'._.. _„ _ _ _ Wks_ - MATCH EXIST PUNT WK5 li ,1 A 9/04/2018 ADDENDUM 3 BEGIN I INONES RANCH IID ,. �.... 198. .,1........- ..............................._ END LI. STA 19.00.00 (2A f►•71 p 1 .,2.79'.117. STA»•08 -5� ekgj f F.O F 2. L IS T *; BEGIN® Ii ______ :i 8 MATCH EXIST PONT MKS • % PICIPA CONn ERIC H.LIU • [ 1. YNICITu UTILITY STA 9'11.23 RT PC STA 98.94 •�� I 0.28' LT iq. 107502 ;W- GISIRICI A0.S 10 BE RELOCATED 12.T8' RT DETAIL A yp��.�� X0.4 I • € SUPERIOR STA no•e6 L1 �pNE . 14 19 + PUBLIC RATER 8 A SYSTEM m o „/�f ��'�� I;1 C NUOIES RM1CH ROAD 8 ♦ ' E%IST Bow O __ __ __ __ _ __ __ __ __ _�_ __ - ' 9/8/1011 ul 1 .v s 1.0-60 1 J _— _ 1;1 Iwo.mil -_ -_ PROP ROW �� City of Pearland,Texas i 7” S I.I PI HUGHES RANCH ROAD Ycy I 1 %i I I SIGNING 6 PAVEMENT A MARKING LAYOUT ET 1 OF �••••_•••• 021241411SHEET N:J WM. 28R2 . I7 oro qIW LEGEND (� I REFL PAY IRK TY I CU)COLD/(1') D3-1 �'� REEL PAV MK TY I (tl(BRK/(1'1 12' %iv b EDFORD AVE( ©REEL PAY MK TV I (U1(SLD/1{•1 3z)f,(HUGHES RANCH RD( 'W (2) i SPEED ®REFL PAY MR TT [ ttl tSLD/(12'1 30"X]O• STOP LIMIT 24 i-J0• REEL PAY MR TV I (UI(uD1121•) STA 12f•{I g 14 XX STA I211•99 On REFL.PAY ME TY I 0/1(ARROW/ EH{7 LF u I.1 1{IF ®REFL PAY IRK TT I (WI(WORD) I.i 'W' E.HU01E5 RANCH ROAD us 1{ (i If LF 8 PI IA (i II IF PI II I �-� I'1 I.1 1.4 S ®MIS PAY I1KR (TY I-CI __ _ _ EXIST ROW . N _ — _ __ -- _ __ __ __ •__ __ „ m RAID PAR MIMI /TT II-A-AI ano(79 rIII MEM �` 9117 _ _ • _ _ — _ 1!L\� mMiS PAY MIRII {TY[I-C-R) 1Q V)_ �- _ • 11Wa1.IIME li A■II=N ®NUL►AV MK II (Y)HIED NOSE) iiiikni J� 1{ 1D�rZ. CID®REEL PAV IRK TY 1 IT/(SLDID U•)•) r 1 i 71 .'/i y V�``, -- -- - - 1a - -- -- -00(ST ROW -- -- -- 1i-- , . ,rTi _ ®REFL PAY MK IT I IV)15LD1(24•) b ` I.1 11 PI 1.1 1.110 IF 10 LF rI• la �411 L.1- ®ELIM EXT PAY MK f MRS 7 ��= t O Ei ii LF 3 ®REFL PAY MK TY I (RI(DOT)U') g F W3-7 FIzp ® 1/I REL PAY R Tr I (UI IDOL ARROW) .- STA 121.29 10 L► / ®TRAFFIC BUTTON TT B 11 T SIGN gE I O \ 2 Ii < PROPOSED SIGN SPEED a "' LIMIT = NOTE: h VED 30 HARRINGTCMI DR s1D7X 03-1 I. 1 1 UNLESS IOTHERWISE NOTED.STING SIGNS LL�YIING a R2-1 HUGHES RANCH RD 23-1 EXISTING SI0N5 WILL BE PAID FOR xt'x 30' {0' X f' MDER ITEM 02200. 5 R X11 122013 RI-I '.'. 2. SEE STANDARDS PMI11-12. 1,5112/-12. 30'%30' 7 2 AND PM131-12 FOE ADDITIONAL PAVEMENT STA 123.01 Dl-1 f{• K f•'MINC BRIDGES S MARKING DETAILS. D3-1IHU0IES RANCH RDI 50 too f0•x s• SPEED I RI-1 _LIMIT 30• %3p• STOP 24:12,;120. SCALE: 1" • 100' STA 112.07 END SCHD(. N S K 70' 0 ZONE STA 115.11 8/30/2018 ADDENDUM 1 F [i f7 IF I HUGHES RANCH ROAD 3{•117 ]f' V STA 110.31 ' 1.1 22 IF 258 LF II 320 LF if = I 120 LF 307 LF O .V..OF iEkq. 8 1a PI El II IMI I.1 la 17 x PI Ii -*: •'. "�_ - �:� - -- FXJST Row -- -- i,M1 Ji, -- ID :x? •: SS ` -- -- �� .. ' ERIC N. LIU ' b' H 1 i1� T _ _ __ • — • Mi�4 • _ •F it o�• 107502 :��: 1 VI W m E, S __ - rr AL - _ - _ - . -_ __ V 1. 9/3/201• '....2 CHi I• Ei PI IW H 8 n 15- IRlxo LF �Mk,„,,;"4„„„.„,„„,,„,,.........,„,,„,,„ R2-I SSPEEID . n 3 STA 13 f0 XX 30 s 0 130• •f MAXIM OMR 14 (�1 ' WICIPIL UTILITT = • IIP IN Wlf-f► 0111(11 N0.II SI STA 141.41 I AHEAD I TO BE RELOCATED City of Pearland,Texas .a STA 142.15 HUGHES RANCH ROAD .11 'a 03-1 it 6{•0 E SOUTH HA CON DR SIGNING S PAVEMENT Y (l0 3XIf• HUGHES RANCH RDI MARKING LAYOUT SEE :o e 3.4 30 x 30• STOP o..,,,,,,,,„,,, w.1aw., wcsr STA 1.3.21 J 83 P M LEGEND. ®REFL PAY MW TY I II)(SLD)(1.) ®REFL PAY 1 1W TY I (W)(BRIO(1') ©REFL PAY IRK TY I (111(5LD)Cr) BEGIN= S7A 157.51 ®REFL PAY IRK TY I (6)ISLD1(12'1 20.00' RT REFL PAY IRK TT I CT)(OLD)121'1 BEGIN©( In REFL PAV IRK TY I IR)(ARROW) STA 134.09 9.00' LT EIn REFI PAV MIK TY l (3)(WORD) MO©Il STA (55.7) ®RAIS PAY MKR ITT I-C) 9.00' LT In RAIS PAY MR (TY II-A-A) WOKS RANCH ROAD LFp8 11 IdIE 12f lFI, 8 m RATS PAV NKR Y I-C-RI 1 EXIST RON __ _- __ __ __ I I9__ _ 1 • ®REFL►AV MRK ITII1(YI IIEO NOSEI __ __ __ __ _ 1 IR I ^' REFL►AV MK 11 (TI ISL07113'1 oi, EN Jr N - - - — — — — — — — —7--- — — — — — j — 1113 61 - • - f1• 'N In REFL PAY MK TT I ITI ISLDI(1'1 y 1ww1 . _ - . - - . _ - . - - RO _ . - - • - - . . _ _ 1 O - II' LN ■II W ®REFL PAY IRK TT I CO IS101 121.1 7' '11' LN 'r=+ ®ELIM EXT PAV MIK f MRS kA S = __ _ __ __ __ __ — -- -_ _.. J J -' -' z �� _ ®REFL PAY MK TT I 1611007111•) Exlsi ROW l I PROP ROS 111 1.1 H ®REFL PAY ARK TT 1 III(Del ARROW) S S A 0 3 ®TRAFFIC SUTTON TT 6 0T PROM 5 7 7 O 40 LF W ®PROPOSED pm f.' 36• x 7f' WI-IR 36•x 3f' END�m NOTE Y STA ISO•36 STA IS6.1f STA 157.91 I. ALL EXISTING SIGNS SHALL BE REMOVED �p©M 20.00• RI UNLESS OTHERWISE NOTED. RFYDVIND EXISTING SIGNS WILL BE PAID FOR W STA 156.11 UNDER ITEM 02200. o i 24.30' RT D7-) CO 2. SEE STANDARDS31-)2PY 111-I3, PV 121-/2. a! c 66'X 9• NORTH HAMPTON OR AND P11131-12 G13DETAILOR ADDITIONAL PAVEMENT 0 03-1 r $RANGER EX SIGN TO REMAIN S. f0'X f' STA 162.91 O 0�5`�0 11 Sl-1 30' X 70' © W)I K6A1IU {;I 70'%70' STA Ifl•f9 W6ICIPY UTILITY SI-1 SCALE: I' • 100' SWIG-VPL 6ISNICT RL C 30•X 30'g El 1�_7 iu ei R3 : SUPERIORof-NP S • TA•147373 END (NOM GO PUBLIC WATER AHEAD STA 105.71 T , QB/10/2018 ADDENDUM 3 PC STA 136.91 STA 160.03 END TAPER SYSTEM 20.00' LT 17./0' LT BEGIN TAPER STA 161.69 ' 2 - , SEE DETAIL A I STA I60.60 20.00' LT '., F pl[sE'IEk 11 FOR TYPICAL R•2006' 25.32' RT �� 4S 1 CROSSWALK • 1• F 1.1 6 4 LFII 1' :. . STRIPING IR P7 t9 101 LF - *'• •'1/ 1.1 P1L PI �� PI �� '*• *,• ir p II 1973 LF oJS1 '• _ - _ ,_tea --' 19295 LF ERIC •H. UU G �_ s_IR �� ,op•, 107502 ;.,�,� Lt. �� 1 l` -_ T44f'4 CE10,*,r`: Triffp _r A 2.0....W'_-..6606,,t1 O �pN�y{'NG 9 11�`� ci W ^-- Z 11 `�= =�c�___ _— _--�� _ _�«-` - �.3 9/6/20[/ ` IA H 11 ;'I�„ E -'- _ -- �,— — _tn �waxes DI 14 66 LF ® -- LR1S1 __�_ W '.1 111 L A PI [9 11 11 ►ROP _ 1.1 _ �_ ROR _z - • —_—� 11 ��- 4 PC STA 159.65 __ _ �f 7 I1 �, 24.53' NT 3.2000' n u (�I� () 1 r)RRL SEOIN(J SPEED ' 1'x/1 If 51-N 11 4f STA I' RT LIMIT R2-1 V} 31•x r SCHOOL r: 20.00' RT 31• x30• SPEED u XX City of Pea and,Texas m R2-t R•If' 2A• x 70' LIMIT Tj END SS-T �IKIVITE 1f 20 y. I f 1 win 21'x70• HUGHES RANCH ROAD i 04-IP INOD)„Nx ro. 1 1 Z1W VA'Ifl•73 ( 24'x 10' .xwN M, I -1 6, SIGNING MARKIN PAVEMENT *W5)1( M1IRNING UVOUTft SI-fP fEE DETAIL'A• 30' � T9p31x(0' MDN-FRI O SRIF-7PL „w,�.,.•.-.,.-cu OFIF I OF S O_ CELL POE /J 21' X I6' TYPICAL CROSSWALK �P a.».a„ V IT-ITx 1 PRax SE I ._e Rt1-1 I V 1 sir Is6.s7 DETAIL A 284 N STA 156.21 ,.i I.. s%' 15&•20 STA IS6•f� NTS �~ M•cxw tly wr. O LE EG N-Q • ®REEL PAY ISM IT I IW)IfLO)11.1 n+-1 !RO►ROW S 1*1 w e ®REiL PAv YIK n I (t)ISRU a•, I 0 I © n REEL PAY IRK I (•)(510)(8') ® II REEL PAY 1 ETT I IW (SL ) D)1129 ' • 76' W ' I76•let 13 +107x' 0 1• LINDA LN ' < REEL PAYAIRK n 11n(SLOT 124") STA 11+•36 DS-I HUGHES RANCH RD Q I 60'X/' I m REEL PAY IRK TT I (WI(ARROW) J 1 70 X 70• �' 1 ®REEL PAY MIK TY I (U)(W0RO1 STA 161.72 1+ I.1 ®RATS PAY MIM TTY I-CI E F I IJOICS RANCH ROAD 'o 1.1 1461 IF 34 LF !1 (4 61 LF 146011 LF ..(.4- - m MIS PAY NUR (TT II-A-A) Y PROP RD. O IA bl lal !I (1 - - _ _- [.] IS I•] (y m RATS PAY MIM TTY II-C-R) IQ MJIIMA •1 1 02 _ I ��-,. OD REEL PAY IMR II IV)(IED NOSE) immimm+ H�' - - • - - �- + _ _ 111.1111110EN __- - F D,REEL PAY MAK II 1V11SLD1112'1 � , —�= DM REEL PAY IRK TT I 111)X0111.1 W _- _ __ 1w•RO— a — 26 LF(a11 M ID REEL PAY 1/IR TV I 111 1501124.1 b ..1 __ e�_ _ _ 6 __ �ra� gl—. -- J� GO ELIM ERT PAY MIK 6 MMS CI 9- � l" .1. :_.4f; te __ U ®REEL PAY M R n I (•1 100TH+'1 AIImI ~ !I (•] IS !1 11 14 ,'� I' PRa ROW (a !1 14 100. li 11 I\ da 1467 LF (d L1 ®REEL PAY IRR TT I ON(DBL ARROW) 721 IF 1\ 1 (4 61 IF(a 123 LF L1 1 m TRAFFIC DUTTON TY 9 If I F 1 011 ' 0 5 ' Y I ..� 'X19' 1V 42D7X'9' T PROPOSEDISIGN 9 !� ®' '' 0007x11. JEMIUDIE GO'7z 16• I•• s A1-1 30' � 1 301"X 30' 1. ALL EXISTING SIGNS SMALL 6E ROMEO ® ® NOTE. STA 117•Sa 1 • 1 STA 177.71 EXISTING UNLESS TSIGNS WIHERWISE LLSEPAID FOR ED. IRO a UNDER ITEM 02200. S $ 2. SEE STANDARDS P4S(1)-12, PM12)-12, AMD 14113)-12 POW AOOITIONAL PAVEMENT d i MARKING DETAILS. SPEED 03-I (0 SCALE: 1" • 100• 2+''R"30' LIMIT +6• X S. IHILLHDUSE RDI : 2 • XX03-1 IHUCIES RANCHRDI I GO' zv SS-2 END RI-I 21•»30' SCIWL 70• x70• STOP Q B/30/2018 ADDENDUM 3 STA 166.22 NINE STA ISA00 j •s 14 C H11011ES RANCH ROAD I ' _7,`ptE OF TE+aS1aa 6s LP Ea IS IS [_] I -9: •,r a 11 !1 •T• 292 LF IA p :*: •••1r L, g 1\ PROP II 16+oD Li ISI —� g ERIC M. LIU a IV Si _ — --/ ch �: 107502 .•W' • 6D - __ �,�__ __ EXIST ROW N [CENS,�';t: AIL N J _ — -- -- -- 190.00 9 R��- — • — — • — — • — — • /I_ 1//016J 8 H Awn IN (a f2 LF I■ II !1 Ia 11 la 200 LF 14 EXIST ROW 2M IF 11 M PI I- C S�Yly.. �.. -,'Ii PI la Ii CRYSTAL LAKE CIRCLE 0 U LE DS a ! 41 70• X70' (ro 1.i:::#f W16-9P 2i 4.s. SCHOOL-- 21• x 6• (AHEAD ' SPEED City of Pea and,Texas STA 16a.zz R5 LIMIT 2 R 2+' R 70' 2� HUGHES RANCH ROAD — 's i CRYSTAL LAI( CIR a0993-If' 54-1P (MOW e,uWnWN SIGNING A PAVEMENT ri.T�i. � 6007%I 9• 2+'x 10' ....AN ® CEI)PIONE0110 MARKING LAYOUT d I,. RI-1 S1-IT (MOD) 115[ "�.�•`• avan7 OF a 30'%30' 24'x IS' �IBWIi@ °"�T STA 167.77 STA 110.52 Fix Mvaala .s.s 1 n p C : ....50 �^^.CA� LO.J LEGEND co REEL PAY MK TV I (1)(SLIM(4') ®REEL PAY MK TV I MI(MX)14'1 $FEED. i xx ®©REFL PAV MR TY (V)(SAD)11'1 LREEL PAY MR I 411)(31.1)))12•1 rin REFL PAY MR TY I It1(SLIM 12,'1 R2-1 S2 TA;013N7 30•7 IO REFL PAY MR TYI (WI(ARROW) ®REFL PAY MR Tr I (R)(WORD) _ PROP ROW ®RAIS PAY MER (TY I-C) 8 ..... -- _- II\\\\ _- --(NUDIES RANCH ROAD m RATS►AV MRM (TY I I-A-A) • 2ST R011� 7 IR ()/T� O GD MIS PAV MX/ ITV II-C-R) 1Z, i _ _ _ • _ _ • _ -7j• _ _ _ • - _ - _f _ <Wi ®REFL PAY MR II GI 11E0 NOSE) <- S •l� /• f N IQ REEL PAY MR II IVI ISLDl 112•/ _ _ • X N er T1.6A [ 117 _� -_ _ 1 N 196-- - - [00.00 _ - - -- yl ®REEL PAV MR TV I I711KD11,'1 a I�,1 - - - - - - - - - - - - - - - IIMFMILY ZJ ®REFL PAY MR TY I 1711AD112,'1 a J _ � _ __ __ _ ®EL IY EXT PAV MR►MRS UUS %7 ROR 711 lE 270 Li IR Ii I !1 F.3 ®REEL PAY MX TV I It1(DOT)(4") II 301 LF 7 Ii 250 LF ®REEL PAY ME TV I GI)IDK ARROtI - d © FM 865 160°x i0• //�� ®TRAFFIC SUTTON TV e IEXI SIQI1l STA 1111.70 (4) T SION M-3 R3-ED0. [I1/i- 9 STA)NT 70 STA x03 f0 I1 if 0 IROPOSED SIGN Y,y KI[Ai K1 NOTE( SHALL N , dam ^ 6 34-SP ^ I AU)ILESSIOTHERWISEE NOTED. REMOVING a SCHOOL 2,'N 6' ,,/ - EXISTING SIMS ITEM ILL RE PAID FOR SPEED Mz-, R%2 Y7-7 NORTH SOUTH 117-3 e s LIMIT 2{• %w ��J :,•%2, z, X Ir 2,•X IY 2. SEE STANDARDS PMI11-12, PY(z1-1x, d n0 NAR►NG OE 2 FOR ADDITIONAL PAYMENT L !MI fNY NARKING DETAILS. '1"4"41',:t1 n.r f•-1► 111001 b RS-26 (NODI M1-6F YI-6F :.na~ 21' X t0• DIM IS.X 24. :, x 2,' :( a65 =, %2,' 0 50 100 CEL PIM uSc St-T (NOD) �,p3 STA 206.00 ROAo ROAD C FROMM) 2,! X 11• SCALE: 1" • 100' ...,ren,..STA 205.4$ 1{-) /1� 14-)% 0 21•1 E IS• 21" 1S• b, 1 0 I Q e/3O/2018 ADDENDUA 3 _ I s1-, ]0'%30' W 1 Swl{-7PL STA •io _��P�E�F�fk 11, ( STA 206.1 i: f11 1 li STA 20f•00 '+ ERICLIU •*/i PROP ROW �,„ • .h' S81,1 ion• 107502 , � 4 1 LF ► / ffF•�{CE1fiF-O•��_ /2, '/ [i 100 LF 1•I ITO LF $�T :� n 420 „...„..1....41( ti ,;.// PI lir" � li a oel - �. �" 6 <W. r I1 li Id 1:1 N _ 1� _ � Vf/201/ J _ 1 1 \ =10.00 ••••••••••^Ili os> J 1:1 II . ''L7..,r� I'1 2TO LF AIM _ DK H Ii IA 16 I 1, 6 MANES RANCH ROAD 5 1 „I END PROJECT i ,I ,n STA 204.21.01 City of Pea and,Texas Y W I .`1 li I h •• 0.3,121.002.032,7.13,77,,151.2095 HUGHES RANCH ROAD ii ',II SIONINO6 PAVEMENT i Alit St-1 a,MARKING LAYOUT W . TIA� w0-1 0'%JO' EE7 S w S WEET leiSt,0-7►L "'1"' ' 286 x,•x11 STA=05.06 '~ O•.•, CII 401 r Na L I t- TREES ON W 1: .A VALVE 2A W • ��-_...__-.. c__..., \ ___......_...71 .-... 20 ® 6.66 to 1394 lux 16 R TREES ON 10R �% �•�1� • VALVE 2A •�J ....,,,,..5,...„,„„....„,.. rWP'►ir�• v) i�&YiS� a 9*.a• -.�. HUGHES RANCH RD. �' A � �~'��w ~�-.e..!.4119-1-r-- _��-' ; 7,I„_,,. ISOLATION VALVE NORMALLY OPEN, _ I J • ISOlAT10N VALVE NORM{{LLY L' SIZE EQUAL TO PIPE SIZE , I D 2” PVB WITH 'STRONG BOX" I 0 • n p OPEN, SIZE EQUAL TO PIPE 512E SNCLOSU CR __ -` Q • A NEW 2" WATER METER 8 TAP _ .�NCLOSURE RE: DET. T/IR-9 �� - f • ........... `--- — IRRIGATION SLEEVE AT DIVES TO • BE 20'-0" FROM DIVE WAY ---;� --- FLOW SENSOR, SIZE PER MAIN LINE - INSTALL PER MANUFACTURERS SPECIFICATIONS E Dn 1 ® • . • .1N o I{{III►, .o = 4 � ' o o = • o tl • TREES ON G 'M G • cv 6A ® VALVE SA • VWj 1141 '®" ._.__ _..- _. I E- V) 16'0 ® ®. L' -y_"-• : - --_. ,..'-- • Q1 00/21/2018 ADDENDUM 3 • Vl 1 __TREES ON 1• '®� �_—�—��—yar—aF--�A- ^ If „.l.� _ (IRRIGATION CHANGES DUE i0 VALVE SA t• p t I• r :«+^ jOiY^ IRRIGATION SLEEVE !n PLANTING ALTERATIONS) `S •.. R AT DIVES TO BE 20'-0" •• • .. FROM DIVE WAY m P HUGHES RANCH RD. \ e Z 141 ;� V { ISOLATION VALVE NORMALLY OPEN, - - �— 1� __ I UV ly' SIZE EQUAL TO PIPE SIZE - _ e I I _ V Robert 0.Pm•n Ill Ie.. he ROM OwIT.04/15/201.1 Q pMIHO I or...Ion? IIIIOIIIIIIIIIIIIIII iRRI`GAATTON LEGEND -- s xs04•Sh s.Y.0. ICSCRP11. sWea POCRIVIOn y NOTE: f p Hume 11•2000 Rotator.25 Ps ■ •sole Oui9 CeuNY9 Vdn • CONTRACTOR SHOAL USE ONIY SIOECI /.(�,J{1 O.E.D OB. MOS-O.-50 Spay.JD,Si • SGS i nWalbn Slwee v • USE SLOE 0 15N11LOOO6 VALVES ARE - __. ti ti, ,,.Sow Co.o.6-11.IBI Pwq.G.E NO. _i. E STATION)OR SLINC2(.0 I E P ..60•r.S• Per 14.eUne Tap STATION)DECODERS. Hunte.I.PP-10 .Itl�Tr.B,MIa• N��•w.S[.Pw YaM LM.N•.lex poliln-n•.S. • Nat.AR.Z Po IrH,]0 PM er Sowlww•Sp•.iRm14n. CONTRACTOR SHALLADJACENT TO 098E ANOTHER 6,Ml.L M"10 p Hun1w 5410.Sync 0.nwr ORE PATH UP TO IO.00DFT.12AWG WIRE •SIV, 1�" Hume ICV-R-A5-n Vdu..lu R.I..tk SL9600T6 T.o WV• .. G. . PATH ULLT IS TO HAVE IDIBLU BLUE Mon-Pala.l.Tog WIO Prom. Decoder Co-100W Will,SW,0,I Lin, wZ weed Rads. CONTR WIRE. R.q.ale(Stn Pw H•ea) Amara'A'4 a APED P•a•.td,ss Vol.S[• • GROUND TO BE PLACED EVERY 1000 FT City of Pea and,Texas 0,010 Ydw A ICI-IDI-ZS Mb Zen. 51.14,.Us.B. Dm.A 094 00+VH 611 NL PID-06 TVRIO II.9 N (-,-&•--Di Vdw/ OR EVERY TO DECODERS OiICHEVER HUGHESRANCHROAD Iwl,l4n Vdw erwly DP..Si..5P COMES FIRST. fff��_ I O.b...oil.Zan•DWpmHan E 14 10 Pb.SN. ppn-told GPY 01 0100 All OFCOOFR WOES TO HAVE OW y Spn1.,PLO-D6 06Ho On 1.' `T Dale Sim WATERPROOF CONNECTORS.CONNECTORS OW I 5.044 YAM Z•-J•So.co* t'PQM,Meter(50001 S) TO BE]M.DIRECT BURT SPUCES IRRIGATION PLAN Ore NIA,Install.1111 Minato, —— J'5CH 40 Y•4 10,..UN. DBR/Y-6 AND OBO/B-6 OR APPROVED Hod N. D.1.IA/61-10 OInw...Melee AN 0,00 CwPIMp Ydw Bow.Sntll Hew EQUAL(S F OCI R'Af ORI .LDc noti_1 ygET T DF 70 F.40,5065 P1...ur.vo.uom BrMw. Oon 200 PVC O.1E Lelwd PP..L[N Pwq.1OS • CONTRACTOR SHALL USE HUNTER ® rrt+Ir,•,�.,,••ax. 1362 • So.P.'Plan•M Cntb.n Ra:D.1. Pe%., DESIGN PRESSURE SOp.I PRODUCTS OR EQUAL. O MI w,��10 OO.ST.*I_ I n,.F CR. 1 W W S 0 1— An oA am LAI HUGHES RANCH RD. (q 1• m TREES ON t' Y F \111111 �MI ® I4. TREES 11A_ �. r p 1 c n TREES UN VP VW F-._ I• 11A W N D • VALVE BA iL. � . Y I• :Ii! 'i°EN. 14 Z I TREES ON J_ Ih,it...7'3' C 41VALVE ItA VW • V�IL• TREES ON ISOLATION VALNORMALLY ~ Z I J • 1. VALVE BA SIZE EQUAL TO PIPE SIZE _—————LV————— ; 1 t' IRRIGATION SLEEVE AT DIVES — TO BE 20'-0" FROM DIVE WAY _ --ETRE--- - _-- _ 11m1►�aI ................. TRE--- vamiril _� ................................ ---------------ETRE--- _ • F �� W HUGHES RANCH RD ��® I' V t W �0® (X TREES n VALVE 102A _ ,• • �- ®• :y,�1�[ •�y �� ;! • 1 ,, W (IRR GAT120N2CHANGES DUE018 M TO (n t• • •/ 1 r A ,ry�!i�� •,. I• ,TREES ON J PLANTING ALTERATIONS) � ��_� •J ••� I VALVE • 15A U • • ,. IL' TREES 12 E— TREE. •�'-" TREES ON ISOLATION VALVE NORMALLY Q 4.1 U },• VALVE • 12A VALVE 15A I OPEN, SIZE EQUAL TO PIPE SIZE __ Z -i_=---� --- Pleb.fl Dear.111 tar J ,--___- 1 RNYwM 1+a4aP.blue OM _ 3 — Pee ILOD1IN OW ef/IYIe1e V syryss-is'.ss-rra:-rr.� NOT lass.M'.aaora I ewn.11b,e a canrn.gion: F ___,,e,,,,,,,,,,�,� City of PeaAand,Texas HUGHES RANCH ROAD ` I {i, IRRIGATION PLAN __t •s=�1 ,,;__: aid ae(TIMIO z ers>ec__ o) I�—"_'1 f I r� 16 7 8 9 0 10 00 if0A. ..._..,..c.cenaun I TKEY ® aSKIT .`n"01e ^� 363 2 ,.•w IRRIGATION LEGEND S1111101. Iter DP200 5TY•0. 0(SL nql (sR�OL OESC1ImRON I NOTE, ` p p Hunter MPZo00 f Resold.1!P4 ■ N1.nlr W+cL CagIM Vdw • USE ONLY SLDECI _I-- rte—z) �- �'- I-�• HO-JID-LRC-R wltn Pugs•Cap.Purple _ yN 00 vH 0 sN..w CONTRA CONTRACTOR SHALL)OR SLDEC2(TNA x Ste'— O.1C Nun1••PROS-0•-CV 5d0A JO P9 Vdw • •o•Cow!'Men-polali T01 1 STATION)DECODERS. C:3Lr'— f —�I I 1 ,6 7 ▪ Id Rll.2 Per T el,n tree Bubbler Rpw Sam,Sd.Par 0200 LFs 15.141 N' Bd.ono o,son S.eve Sue • USE SLDEC2 ONLY WHEN VALVES ARE N a libr 0• AF•.11 Per Tree.JO P4 Pw Mwwlalurwe SpedsooVos. IMMEDIATELY ADJACENT TO ONE ANOTHER 1 e 1 2 S a TREY Re:Uel.L/11i-ill • CONTRACTOR SHALL USE IOWIREI IAAWG O H.td Solar Sm 500.0 Vdw 1 WIRE PATH UP TO IO.ODOFT.12AWC HIRE • NYStN ICY-A-AS-u•VOn.05 Weetnwmet4 5104 T.o'1h• PATH UP TO 15,o00FT. N *GPM • CONTROLLER'A'TO HAVE IDIBLU BLUE .-pelWH To!end od.) Oewaer Contrail*,Wlln Snort LWnPe9V1H1R(4h pw H•oae) AHa.a'A in a SIPCO Peeald,7e Vdse • 4ze GROUND MOA. Stations MP Re:Del.A • GROUND TO BE PLACED EVERY 1000 FT Nuns*,valve\Cl0tOT-25 Drip Zane OR EVERY 10 DECODERS*NICHE VER C.lr OI AR Wool. .one Tueln9 iN deli.Yd.. NwmalT Open,Si,. 7='Drip Me/ COMES EVERY 10 I rI Orb 0119,10.Zone Oed n HS. Coad to PO.4e• _.—Total GPM Al Area • ALL DECODER TIRES TO HAVE ...A•1^s e1 Hunld PLO-06 TWlnp On le' 0400 Site WATERPROOF CONNECTORS.CONNECTORS ...Al,TLV', Spodnu MU 2'-]'Sail Cow . 2'Role Metes IHCCT 5) _ TO BE]M�DIRECT BURY DUCES Ow.TORSO.050105:Rn 04001*, — ]'SCN e0 MoE ane.Maas OBR/Y-6 AND 080/0-6 OR APPSOVFO ea Plc Oct.MAR-10 Olnerde,NOIW 00 0uia Cdd101 VDI.Ram 9501 HON EQUAL(SEE DFTARS FOR LOCH SONS) Purpe L'be. O Faro/165 Pre•wr•Vacua.,Breo1w. — Oosa 200 PVC PPM Ld*,d Pbe,SIM • CONTRACTOR SHALL USE HUNTER , 5101 Pd Pions n Cndpw.e Ae:0.1 pw R. DESIGN PRESSURE 50Psi PROIXICIS OR ECXIAI. 1.;' I (6) OR • - O P----.77.111111. 1111 4 4 --- — I HUGHES RANCH RD. • /> TREES ON 1 Y ;' _ I IVALVE 16A S • '� • IRRIGATION SLEEVE _ �" L• �'• "5 o AT DIVES TO BE 20'-0' ------- .z 1.7 • �'� ► FROM DIVE WAY 0, r 08/21/2018 ADDENDUM 3 1 U (IRRIGATION CHANGES DUE TO I PLANTING ALTERATIONS) a_ ----- ---- „Rebut B 0.Pdwl Ill Taxa. lasnd OM Ibr 111DD1N0 O,IT/0/1!11011 NOT Id,nu*,—.. ® TREES ON PennlaNp oonHn'men, I2A tBA HUGHES RANCH RD. VALVE 1BA 16.0 21 A2 ® P • W 6. Ivitio beep 18'11 ®® ___ _ ----- .__ f 1N —4 1�. '�' F— ILe.I:. '.\q �� ,L�+ • 'Ar'---D a.•PAu, �.E airear •�� 1 IRRIGATION SLEEVE AT DIVE v ¢x lw _ + -- t1n'• TREES ON TO BE 20'-0" FROM DIVE WAY • • z �, �"F , 'A I 't' TREES ON VALVE 190 ISOLATION VALVE NORMALLY OPEN. �•�� _ (•i1�I1 I)a VALVE 16A e' 2 SIZE EQUAL TO PIPE SIZE __111111`-•-- 7 .ds ,�- ~ TREES ON ——————— � -- VALVE 16A �I -----,_----------- D C' Of Pee and Texas 1 11� ———•�——— HUGHES RANCH ROAD - -------------_----- IRRIGATION PLAN 10 • A• so ISO ,N. ems.iW:r.�.,..cv«w,aH 3 0, ►r► 5,A 364 ow4 151, aerM CR MD I_ --1 c `..jam 1"---_...,----__.i- • ._..�_19__ f--1= _�'- i I I. g TRBY �� r __.___._________-__. ---------76---a------------------____ ` !_ TREES:23-1-----::—.2-3-A" 2110 xo.o -.------ VALVE xDA x10 TREES ON B R o-e•e ! IIIIII,IIIIII z3aa it.TOR 1,1•4 VALVE 21A 1• ; I ~ TiaNoi' ti^'—1�','. zik .1��1� I' !• 1 W .moi-4yl < • Main, I ISOLATION VALVE NORMALLY LL — — I�.y OPEN, SIZE EQUAL TO PIPE SIZE Z I TREES ON HUGHES RANCH R0. ' ' VALVE 210 — -.—— — iiiiiil W� IRRIGATION SLEEVE . ............. • FR DIVES TO BE 20'-0' __ A FROM DIVE WAY —— Q �IIIIII =-------- 'a �, .oma --� , •o m c • c \01000 -111110_ > Z D ._._.___o—.__-- , n in 1 .W - • ' /, ,•w TREES ON HUGHES RANCH RD. x /� ® VALVE 23A • _ r �� -- - V� * r 5' .....-------• IA 08/21/2018 ADDENDUM 3 t• S' , •e 1 (IRRIGATION CHANGES DUE TO .° r. ;.. . F I • G '<I PLANTING ADDENDGN$) _W 1ek•-41 +•'�'^y' — AIRTIDIVESNTO 8E 20'-0' /1 SLEEVE7( P t, FROM DIVE WAY L A 'a __ _ - �i o VIII - --- < V3 II�IIIIII1\ ' �' ————————— �' s�� Baca«6 UP,«wl ILL Taw ............................................. . —— ————�•— ................... -- _..— ..----- l T Poo 1199189 0o' TI 1MM/20M IIIA • p•lmle4,p a Ibe.• 800000«3!LEGEND SRVAI�. 00 13 0 9111000 O[SD•P11M 1Y11K 81889.Kw V V NuaNOTE: Ifz000 a•.161 ,25 PS ■ 00-3 Ou10 0310 vaw • CONTRACTORTA SHALL USE ONLY SIDECI O./1D Hunter PROS-Oa-CV Spree.30 PSI r10-330-0M-R.11n Pure•Co,Pur. Stl,a0,,,,,en 9ww (SINGLE RSH)(Al SE ONLY 40 Lro A•Ir .—,�iG Vaw Bo.ce•w!Nan-Pa.1 lap sTAnON)OECOOERS. o TM �o.Se,w.S4a Per Nan l.,•Instal Q Bon w,A Mq•Uw,9aaw SBA • USE SLOEC3 ONLY WHEN VALVES ARE Hunter PRO-stare•Nn Wm B,ANw mal«1wm Sporilcane,,. IMMEDIATELY ADJACENT TO ONE ANOTHER Npz0•APB.2...It Tr»,30 P9 Per N . CONTRACTOR SHALL USE 10WIRE1 11AWG 1 el Ra:Dal.0/r ICV ■ 0013.,Saar Sync Sw,w WIRE PAM UP TO 10,000(1.1208€MIRE �1, Wive 9 PATH UP TO 15,000011. Hunter ICv-R-AS-•.Vtlw with © • W»Mwme1In•SIRED i•a err• ft MSI • CONTROLLER•A•TO HAVE 1015LU BLUE '•1'11•/*', IB Ren-Pal IS lop r Il W.00.) Dace.,C.D., (0 Smart LMS «aa*Renu. RapaelU(Slpa per«»ea) AVawe'A'In a SIRED Pae»Itl,58 tvr Vtlw Size JACKET NTOE. t Vtiva!IC2-101-35 .Zana Stations U.S RA Dat.A v • GROUND TO BE PLACED EVERY 1000 FT• Contra Kil N3K PID-Oe T0*S,p N H Or Vdw P OR EVERY 10 MOORS NMICHEVER City of Pea and,Texas 14114 I PH.flannelly Op».Sim 4 CONES GOER Orb Kanter PLO- Zonal CP 11' Epatl to Pba Sim Toltl CPN 01 Area • ALL OECOOER WIRES TO HAVE HUGHES RANCH ROAD �j,4 un vtl..Sizer WATERPROOF CONNECTORS CONNECTORS 11 PLO-06 31 500 a me 2•,Mylar Nater(SHEET 5) TO BE JN.DIRECT BURY SPLICES �� _ 0...I.With]'-3• Come t� Over Re:D.1.10/1•111 Mykalw 3 KH t0 WAIL..UnI»a DOR/Y-6 31 AND DBT BUR OR APPROVED H»ll Ra:Dal.u/Mt-10 Otherwise Natal AX OuM Caupnp Vd»Bo.aa Stroll Hew EQUAL(SFP DFEAUFOR 1 OCAnaNs) IRRIGATION PLAN • Pere*/195 Pra3 E,,Vncuum:0.3 — pole 300 PVC Mall lateral Pba,Sired DESIG LnN. . CONTRACTOR SHALL USE HUNTER4 51»Per Plma in Eneowua Pc Dat Per Han DESIGN PRESSURE 50.1 PRODUCTS OR EQUAL.L ()F 10 1M-10 B N W 130 r a062.3ll•.1241-311 ern 365 21 ._,...1-----f. I .a-- .- --- a "!—r' � _-a gee i 4 5 6 � P TKEY .,s 2 GALV. PAINTED STEEL CHANNEL WITH ADDRESS. METER CAN & PANEL. (POWER SOUNOWALL FOR IRRIGATION CONTROLLER 60AMP SERVICE /24VOLT) WIRE COMPLETE TO CONTROLLER & THE ADJACENT CENTERPOINT PEDESTAL. RE: DET. H/IR-10, - _ (TAP INTO CENTERPOINT P DESTAL AS REQUIRED) ----- WEATHERMATIC SL9BOOTW TWO WIRE DECODER 011% CONTROLLER SLPED-ENC ENCLOSURE (191/3"WX24"HX15"0) ti II� t1 MOUNTED ON CHANNEL WITH SMART LINK AIRCARD 'A', 21A ® 60 STATIONS USED RE: DET. A/IR-10 ,N ~ ® ® 22.0 HUGHES RANCH RD. �K/ ® _ t• �1• _ • I. MI ®inci tree _ S..a�,• :v `i v v v ^ v v Z •�'�- � , Y_ n ...I _n r• ^ ®^ t' SOLAR YNC I.31A ® ``• K. Y 1] A ..... ......... . . .. . . __n A A ^_;: yt., m e• ( SENSOR RE: 78 ® 7 •� y, y �0 C w G ^ ^ 0,. .-a.,-..C.." n tMY TREES ON Vrami I1 DET. R RE:-10 r 3 • � •• „ .. .. k t• "RINI t' TREES ON VALVE 30A I Q� E�4, 11jp QW P' t' V VALVE 27A ISOLATION VALVE NORMALLY OPEN, 1 V TREES ON VALVE 27A SIZE EQUAL TO PIPE SIZE --- I1 ____--- -------.... — ��.�� ---.__._-- _-- r Q— -__— -----_ TREES ON i 330 � : VALVE 33A HUGHES RANCH RD� -- _ — i 24.0 TREES ON bees I. Y ' VALVE 30A • > I• I '�_ v__v---v— v `• •"_� _-_ -- — - 0 08/21/2018 ADDENDUM 3 v 'v �' (IRRIGATION CHANGES DUE TO .2 V 4 w--.J v v • ..< PLANTING ALTERATIONS) v v A- n n - •N-- t' V n_X' IRRIGATION SLEEVE 2 n ^ ^ A-- I AT DIVES TO BE 20'-0" ' ^ ^----"'.., y�.n ^ 4' t• I FROM DIVE WAY V 1 TREES ON VALVE 33A - !-.�....«•. `�-"" _.-�„''"'. Rahn L NEP.CIL Tau I �� " - P..010000 OMT.ArtENed NM __ Par stand Ls ab'DARL O011. ��..�'. —'— NOT for regulatory apprord. �_ _. garrotting w cw,.wcwn. • IRRITATION LEGEND 5.130L OOSORPPW S... MSGINPPON STMPOL OESQRFRON NOTE: VIV Hunter 102000 4-Rotator,25 P9 ■ Hunter Or.Cwgln9.. • CONTRACTOR SHALL USE ONLY SLDECI D[Io.[ta CM. O./.N�Hunter PROS 04 CV Spray,30 P9 N0�330-LRC-R.1111 Port.Cop,Poo. 00,4p yrl0alipn 9aa» (SINGLE STATION)OR SLDEC2(TWO SLS Vary Br Could&"Nan-pala•li Tog STATION)DECODERS. De.Sensor.Siz•PerMain Lim!nor e' Bwe ane Irrigation9•r»9z• • USE SLDEC2 ONLY MIEN VALVES ARE -. --.-..-.....- MUn1ar PRO-Mon-6..115 ire.Bum. OW Yonuleclur W.:princedom IMMEDIATELY ADJACENT TO ONE ANOTHER Nola REB.2 Pee ine..10 P9 • CONTRACTOR SHALL USE 10010E1(HANG Ra:Dal.L/1R-I0 O Hunts.Saks S(nc Son.' WIRE PATH I TO IO.000ET.12AWG WIRE onlw -- •.Voir wUWm tic 519.001*ire OH. GPM r PAIN UP TO I�,OpOFT. I r y\•)�\ ii.B H ICV -N ~N' © W • CONTROLLER'A'TO HAVE IDIBLU BLUE Non-p0.111 Tog and WM... 0.000.Cm.414,MIA s...--t L. a JACKET NIKE. R.gdelw(Size or Heeds) Arent'A'In a SLPE0 P.O.W.55 Voir Size ETO BE PLACED EVERY 1000 FT nlw vm»f KZ-Ib-25 bb Tan. Stations Pori R.Ort.A • OR EVERY 10 DECODERS WHICHEVER City of Pea and,Texas 64 GmIItl N.t 41 PID-0G Tu.N9 M 1 dollen Vd»Hwnd1Y Op W..Sz• T}(RP Vtlw r COMES FIRST Hip.Npa0Mn ten.0••l9netlan Fwaf 1a Pee 9z• GPM Of Ares • ALL DECODER WIRES TO HAVE HUGHES RANCH ROAD AP.•��..TTT11I I Tald Sir WATERPROOF CONNECTORS.CONNECTORS _ _r`T S Hurst O-o2 tuelnp On.., t W°1W Molar(91(11 5) DIT VO» TO BE 3M.DIRECT BURY SPLICES •I 0redo.*9 Y-3'SPS Couar 0.4 TuoM9.instal-Il0 Indicator —— OI SCH 40 Mdn LNa Unless OBR/T-N AND DBO/B-R OR APPROVED N.ad Rot Ml.MAR-(0 Ci W.N.Nal•e An os L cwq.,g Hair Ba..,soar Par EQUAL(<FE DFwIS FOR I OFATION51 IRRIGATION PLAN Fac,•Te Pm•ur•Vacuum 699000. — Cl,..MHI PVC mIT iot.t PID..Sled P,,R0 Lk. • CONTRACTOR SHALL USE HUNTER HrtET S DIF 10 ^•R PrIPlan.N Endwun R..Or. pe-PAR DESIGN • PRESSURE 50as. PRODUCTS OR EQUAL. 0 40 N ISO e•,,. ,, 1 - 1elt �.. 1e.1WN 366 ars& tll4pl I – 1 t 1---7-15E I TKEY AI 2 • --------"--------; _ Pr I 36A 37A 4 n n 11.16 HUGHES RANCH RD. n AR Li • 5 e �r�s rSm.0:0. I '�' • ' _. �y..A��%►f." `. .�j-41!.14,11:4 , I D� i,,is .��•' IRRIGATION SLEEVE i �2'�0.4a:'kA..*•re,• • . S • 4• Al DIVES 10 BE 20'-0" I 13 ISOLATION VALVE NORMALLY OPEN, FROM DIVE WAY r 1 . IRRIGATION SLEEVE 7 SIZE EQUAL TO PIPE SIZE — - V'—__ _--- AT DIVES TO BE 20'-0" 2 FROM DIVE WAY �� ® ..._. — -O— r.... j>: V ill co 0 .4 . A - ,n. _ \IIIIII� - ___�_._ i /� 2 4 - (IRRGATIONZCHANGES DUE TO r S� C _� PLANTING ALTERAPONS) w _. IRRIGATION SLEEVE �i -- _ zwn a wFo�.ul T.,.. S AT ONES TO BE 20'-0' _.___ - FROM DIVE WAY 36A a..w.rr 77:0:ARewa.O.I r'� 70_97 � __ * 1o'R HUGHES wrmmn9 w con.wn . .'•�_._ T---.-- IRRIGATION SLEEVE •� "•+�: •4.. Y RANCH R0. 3 .oA __ __ Wisaill •9 Iw.cP Elam , -s�+�-_ AT DIVES TO BE 20'-0' h' e -, n _ �' Ire„ 7o.A �'-- - ti.. � ► �_ _�____ ROM DIVE WAY TREES.. �" • 40 , 1" 16R __ • t. V VAVE 39 m�. �' �;`� .._ r _ VALVE 39A �� II _....._..._. ..._... ' liN - - T yj --–. ..... . `i��r� I. City of Peadand,Tezaa I -•__�,� _-- Tf HUGHES RANCH ROAD �• va IRRIGATION PLAN 0 N 06 130 �•••�•,••o.w.a.l Dirt ►� ;'n'R°r. 367 I KEY 14 - III r .; . L• TREES ON - ■ __ -._ ...0 • ;,�•-�� t• `��VALVE 42A ® _.- 0 t. _.-_____..- __----.._.__.. . _ .............r�r• • • • • r I J TREES ON A. �� '• I • • �__ 7.1 VALVE 39A � t' :--•'�. -- "' UGHES RANCH RD. ISOLATION VALVE NORMALLY I i ',0 0 w IM':WAIN" \ e) '.3 ___- _ OPEN, SIZE EQUAL TO PIPE SIZE III Y \ X ��-_�_ TREES 0` � VALVE 42A �— IIIIealilliii II \ ' HUGHES RANCH RD. I � Vi _ • U J:RIGON SLEEVE , P• Z Qt 08/21/2018 ADDENDUM 3 FROM DI DIVE TO BF 20'-0" WAY Q '� (IRRIGATION CHANGES DUE TO r .v D IRRIGATION SLEEVE in • o ___ U PLANTING Al TFRATCNS) w AT DIVES TO BE 20'-0' 1711-11111_ AIIIIII�• > ----F'- -----7-----.4..11111.1.— • . IIIIII_._ —_-1- _ FROM DIVE WAY + - --- - ► III II __._ -- a -- �,L. ..._._. l—_—_—.--...__ ewn 0.PweW III, eau 07,71".•-•e• ._ I p..1104 7*00 Londe.*Aida.MN \�-1 T, la nppin0o.o-°v2sneu /� Wawa TIsea c marWawaa Romano aspcwn.• IRRIGATION LEGEND Mall am/ OLSORWROI sneer DESO P110N SYMBOL 6FSOVPtION NOR:p p Mint..W2000 A•Rasta 25 PS • 1 put Cawing Vet. • CONTRACTOR SHALL USE ONLY ADECI etoelet ocean Li.; 0,7421 Musa PROS-04-CV SP,.50 PS NO -3312 -R.la Purge Cop.Purple kp 4o illpplien y,,,, (SINGLE STATOR)OR SEOEC2(TRO Vein Be•Cow A 7xm-pote4i Top STATOR)DECODERS. Rater PRO-Spay-0•IIA G.Bala. 0 111.Sava Sle.Pet M.b Line b.IOi e• Bon eV Vripntbn Seen Mee • USE SLDEC2 ONLY WHEN VALVES ME Boole AR.Z Pw Tree]0 PSI Per 4meNct«r.S.M... IMMEDIATELY ADJACENT TO ONE ANOTHER Re:O.L/B-IO • CONTRACTOR SHALL.USE IDIWRFI 14AWC /,(y,J{(1 IS Meniw Spa SM1u SP 'BRE PAM UP TO te000FT.12AWG BRE - I 1, ��Vtln/ PATH UP TO 15,0o0FT 777 •, U.S!. s‘„ -p loble T. PS..e.X•. DeaderWenau o. SLBe000, Tell L. GpM Nm-IOMWe TNTROLLER'A'TO HAVE O18W BLUE p me Pr.) Oecoee.Aon Vollr WIN Slat Lint yM�.N.oe R.I.R°o4° Rp,Jvlr(Mee per Nwe.) Acre'A'H 6LPE0 P.M.lO.Se p• in Slee JACKET WIRE. 1* untr Van k KZ-101-25 Orb tm• Salto.Used Re:Det A �T vu • GROUND TO BE PLACED EVERY 1000 FT OR EVERY 10 DECODERS NHICHEVER C of Pea and,Texas CmVq NI1 BU PLD-ro T1Ninp van Remaly Open,Sie. (I}D.Van I COMES EVERY Drb IWNetxn Zone 0..Ipnotim ~ E.`".1,r1"..Pipe sn p.m—lord ts5e or Ann • ALL DECODER SIRES TO NAVE HUGHES RANCH ROAD �♦ 6iee WATERPROOF CONNECTORS.CONNECT0115 1•:. Water P10-0!Tuebp On 1e' r Wet.Meter WTEt 5) \1 • T.Von IU Hl.RO DINFCI ECTOR S CONN �� o.., MP et.sox Com / IRRIGATION PLAN Orr Talkie Held•110 aelceir D•ere 40 401 LM•,Unin. DBR Y-6 AND OBO/B-6 OR APPROVED NNW Re:s.. Ve.0 Dose 200 Rated Ax OubN CONphp V.I.Dv......... EQUAL(SFE DETAILS FOR LOCATIONS)p F.Neo 166 Pt......Enclosure R Brertr, Dose PVC 7011!letrtl Pbe,Sine PSPA lM.. • CONTRACTOR SHALL USE HUNTER we 1 7 MT 0 Slee Per Plan M EncawN.Rv D.T. P• Pim DESIGN • PRESSURE 5Opei PRODUCTS OR EQUAL 0 40 00 120 ..'.�....cr E i/IR-IO s 1e pe1pJIJ11 n" owe. owe _ (. moi---1 ��w. ' .T. _{___ � _ f - I 3—I 4 1 5 I 6 7 ! 8 TKEY Q W __ ......_ Villerr► - '-j' -' -" -- --' -- -- --- _I111I� m7'152/ 3— HUGHES RANCH RD. , �� V n ;4"-,411:- ---..,• . , . n Ti o . -•.A. IRRIGATION SLEEVE ' . AT DIVES TO BE 20'-0" d IRRIGATION SLEEVE I n C FROM DIVE WAY ;1 AT DIVES TO BE 20' 0" ISOLATION VALVE 'r-11,1\7 FROM DIVE WAY NORMALLY OPEN, SILL _ ._ --- S 1 EQUAL TO PIPE SIZE III __ ,--........, --,..__....E...._.______..._____....... . 110_ -� :,rlllllk, �_ '3 _.._....______.___..._._„.__=__,.=_,,_. . ... ..,_...._ _______________________ I ___)____ MB — — ____ _-_. _— ._. ..__. _— • — — IIIIIIMIIIIIIIIIIIIIIV .__I,._.I �__ _— ABA6• • 4 13_28 IEA TREES ON lo'R ( o VALVE 48A ,,. y ,,,,,,=.7......... '' .. h1 5' ` ��'_-.' , S0j . .. ' I' HUGHES RANCH RD. 01 08/21/2018 ADDENDUM 3 ' 'e�,.Tn �' (IRRIGATION CHANGES DUE TO L�n�w�✓e �� 1' TREES ON 3 PLANTING ALTERATIONS) IL' Iy I 47B ♦�� VALVE 48A _—� I 10.8 B.0 t ISOLATION VALVE NORMALLY oIII t2'R 1... 3 OPEN, SIZE EQUAL TO PIPE SIZE i- ..«-•-.!+-,.....-er,rte _—_. Reg E O•Pw.W TIL texas —__. —.-.^� Reg*.=D I.ed.ww Arteria.UTI I --... .. .._-_--_ !a=DIM 0.7.IV15R111 NOT for regan«y.pp,ovr. dmdMpacon•vuabn.' IRRIGATION LEGEND lW�rnA¢/�.p/ 1QP110M s.Wn, D(s0•Pnd ',ea aESdPT10M Lt aea.l p p No.Ir pnl NOTE: �`L WP1000 i Re1e1r.15 P5 ■ e,OW.CanAnq ww CONTRACTOR SHALL USE ONLY AOECt /t;t Humes PROS-d-CV s.,.,.x pA N0-]A-UK-R Purple Cap.Pwa• 5a,.D Irtlgetnn Slew (SINGLE STARp1)OR SLOEC2(TWO VV' vav Bev Co*Y'Nen-peleel.TN STATION)DECODERS. Hvnl«PRO-Spay-6.IIn ir«...ow vw 5•n.or,Sit•Pw 4efo Lin.In.101 !' Sere end Irrl/,Nan gee.5N• • USE ADEC2 ONLY WHEN VALVES ARE Nwa.ATO.1 Per Trw,s0 P`J r anular5.ne Sensor Iron. • IYWEIDAIFLY ADJACENT TO ONE ANOTHER , CONTRACTOR SNAIL USE IDWIREI (RANG ![/Jy�/,/�f\� R•:D.1.1 AR-10 ■ Hun1«Saar 51.0 SMO WIRE PAIN UP TO IO.000FT.12AWG 1WRE +'.�N N AL ••/ PAIN UP TO 15,000FT Hull«ICV-R-AS-.a voles.Rn Q • Dem. Centro. Ag10010 Senor, W1n [-'„S OP4 • CONTROLLER'A'TO HAVE IDIBLU BLUE ean-paldt5 Tag D•cedr Ca 01 5 010 Smw1 UnN �Z Pool Sloe JACKET WIRE. .gelmw(v•.per H..dq AHaad'A W e SPED'WIMP.se ww w. City of Pea and,Texas Hunt«Vaw Y ICHOR 15 Drip Ian. Station. 'In P.'.0•l.0 • GROUND TO BE PLACED EVERY 1000 FT C.nvq KII Mln PLO-0/Tunhq hH Vaw OR EVERY 10 DECODERS VRCIIEVER0 M Isolation van Hannay Open,Sq. I} / OR FIRST. HUGHES RANCH ROAD E(��1� 011p Inl90 Zan.D.apn.lMn Equal le Pip.5.i• m.`Tela ORB Of Ana • ALL DECODER NIKES 10 NAVE �� Hunts PED-OB Tu505 On 10' -(T Vol.Sire WATERPROOF CONNECTORS CONNECTORS �� 5pahq NIU 1•-S Se.Cov« .. 1`Wat«0.l«15NEE1 5) TO BE]4.DIRECT BURY SPACES IRRIGATION PLAN Ovr Tuelnq.10.10•W.Indk,lw J'SOY 60 4.Y,LM.,unl..v DBR/Y-B AND DB0/B-B OR APPROVED • P.M R• dl.u/IP t0 O1nw1N.a NOwd M OGNL 000111,Vaw Baa••Slw•Nan EOUAL(SEE DETAI S Frit LOCATd1S1 SHEET 5 OE10 PurpN LTM. CONTRACTOR SHALL USE HUNTER II OF f•ece/IIS Pr.+w,r•vacuum&w.« O.••100 PVC NW IE Lolra Plp.,Nile PRODUCTS OR EQUAL. 0 44 b I20 IRRIGATION 1141.011 ��PI�Plon•n Cnao.H.Pa.D.L. pr Mon DE51ON PRESSURE SOpal p«wM'Mu 111•wWry 369 0•••• O11.W I + 59 ,i1`` - � � 1_______ -3 f q 1 Et 7 I 8 T KEY W 6:1qw _ I �l_�111111 SOA SIA HUGHES RANCH RD. N - V 14.0 TREES ON . aiiimiwiz. ..I. ...xi liv,,I.5.iii.....rtiw. xi r .6 .> It 612 trees ® VALVE SIA I �';.. TREES ON r ' ISOLATION VALVE NORMALLY ". -. .._..._. ._�. - , VALVE 51A o��2' OPEN, SIZE EQUAL IO PIPE S1ZE __ a. — r -- -""- 72 4'1 I 1 06/21/2018 ADDENDUM } -- 10.72 �1�t, _ - •- (IRRIGATION CHANGES DUE TO t0R _ i MI \ ' t' �q�'''..;4-4,-7:..411611141116... �4 ; _ ��I��-_ z�1� .• �'; _ I' 6 PLANTiNf,ALTERATIONS) � 1� RQ.{l, w any l� ..... 1 I. �... /5-5-AN�S6A� F w 26'R 2e.0 Z k _..�TREES ON HUGHES RANCH RD. 16T+ _k_!!. Vi 2 OPEN, Z VALVE TO PIPE T f VALVE 56A — t' t.4.A e arw.A ill,Inas OPEN, SIZE EQUAL TO PIPE SIZE INA•A E I.lwnw Allem nxr _ --_: - _. la uvmnu ah auunou -=— — p-wY wM. — Ii - __ — —_-- psnmllirpw WVctron' . 011aAl It DM.. .....=". , _._..—_._.__,_.._..._._SeA SlA 1]32 }._�7 1011 . If�1 _-- HUGHES RANCH RD. 1- E-- �1. ..2....1.4A 44 .--- �,,i, t� vl t. ._ v , • , A��W!„+r.�w.. 5 Z I City of Pea and,Texas ,„ . TREES ON HUGHES RANCH ROAD ,e-i , 3' VALVE 56A • IRRIGATION PLAN ROAD 0 40 b 120 �w^-"^••Cu 0EEt __ oma..nanymll ava,a,, • IRRIGATION NOTES: CA..«f I. me cco.0 a ands m«••7.9wnonn god Y c«w M.x.1... ann.w.to.b'W MM..b«M.IOe'1 .wllY M 00•••••• Nem II.....PI.u[ 1r �. w...a 2a E.«I..Vere lw n e.M•.m=•lois°l°•nnll..7 (nal 91:11.1) I. mt h eme p«nota««...+r ww.�. la le M.ate 1«M ' r O 1.7)FM OF o/n« ' T.- ewes 210 Th tC.f...MX II.x the...a CRY 0«rtment is,PUN.1.. --- --- h.M •a.1 iNr u ...co..b a.l..I.el.mo Melo end app 9 'aø r°M c1�'aw Ipw 10 .m cw ��' A.,I • II o.m rn[I IM p l. Ma we m. 4j worm I.rl. 5. ...acts sh at NI tame protea his.ant OanFb•me M I �'FYI .ww(I r women �Ij�a t ��w MM..a damped:.tdal ort.un11 the.a.b.'b0 1.d .that.by .. (lam LANDSCAPE DRIP LME _ I qt.p.p..m r.mr.m • r.w.a an .R,one .. a In P. m•amV«tat map not.ahMy aelr M•.pato.r•lon«we.n m IM O IRENCNING •N ---_ _ �•arnlldr...IM" .dux run -..'1 LA7� w .11.1.11.11.11.1 a nw«a the II.Mot MCWCIgn..11 .deb««e o• a.m.a 1M w•a'e pmenebN 11x.1 Mat 1 ue nU.«a poop I' nv'rp. Si.M.waan.a.1Irwm.«a.«.e wMdT a u.aylr.Mn a to'eM9^' �...Ar w al I.n I «,a•••u o, ••ap L. -I w.moo en sm . IonOsw•Architect.a the even)this MIl Kul.le not owl...IM Yrlbalun 0, At, Nom M r 0 AT /+.nA.r ma contr.r II Os..ha renm•thelty he any recta..n«ewI•r II I'" mil b uc.a a) I Uny M C ..II.w N. m•conir..lor shoe d.orlly m..emmerf we..;.mato..and nupnont. wR' 1•a; Y/•-V � Cow r b...0..11..en contract.10 rot on Il• m L.0 NT 2 10.way POST)REV NV Pi. INCETY tl O WICK cowWlc .n e. eaN rom.a at.,same...plan M«me vat .may e•.nam«nap11.1'i O .w.... M r-d OCT of property N o.«.ore .Imot m«aI vat.a NOM.a«wxm II I1'Jai. ".1) sari ,.)mow' Pa,Ma))MT O C.V.S1ELL CHANNEL DETAIL •n 9▪th MN.tn.roal Y.peMl.n neuM b.w..wool•.0*Ie1wl M«M no. *o nor i•rYaxrm m ;mom r.AR w�ry e pap I N ona .1311.rt r«K. LANDSCAPE DRIP LIME -II-IIF o.Ards m.lab or at.r•1«man of a«be.oh.arab pa. a.AAM o...a O� ,p �zF=J►-- JI11,..1C-Irl • :I D�IIIa_IM=,O fm•M •CENTER.EEO'UYWI . 1 SII - Ie1.. .tr.ta"i..°�w etre c.1Iv.e..11e PM Is«ll.r wr w«•+polo.H a••• re..IT?:9eiq f...a+.w F Il p II II: .1 I r«r.. -IB 12.m...V..en.None ate.m••ono Irr octan Mods...I to ®WIEDI!LANDSCAPE DRIP LINE a eN. err^ III? let I.«a minimum o1 2:att.lend..ree..• III ......•a.N.w ..ra r1.0 FLUSMNC a SMUT-OFT VALVE me mom to MVO ID.«m cam«tay ter•..lab Iny.lan Ty.ton.s.....to hew«Ietab _ a a•I- 1I '. SKIM,. eYeMwn Mout Mon br«alert.IM•ate pa.eMa :„.-.„-.4;"•. - L C I 11► .r a-r x.Nr. tl top.ony n OM.O'f"..Moe to MIN.plonl metoal a. TI_ .E.. «... uta «.M MO% ,�- - I I-I I -1 11-=,1 z;a...-..'�.' - 1.Cmlre tar Mae bract.. .and 2 Ecol•..I Me«r•w.aan I..Iw '=0 Y I -III I �� :m..to the Owner a1 Nabs•I ra).L mt. _ .!.. !GureShaa L...la S.M.P ton aa«.nOow«E... an '•�. To is•twn..2 By L.01 aw11e.Premolar.1-BOO-2N-5.11 or IMo rm Ili%�j•11R . N. w �_�_.+.� PLAN .7.........,'"..*.... rn etron9/1. per n3-1192-axe „/r No.a a IYT j:...-r b.' :�.•• ©NAM UIN[M IRENM tr AN aµet relay)Node..Mads 100.1 Meta. /•..r1:(/:. how .n .nt bee-. am an ..o..a«daa..••mum M P.M. n ..1,401,0 nom 'M«.° I'"M -I,��' a.rnn . p;_m t., ma. Om•..h colored w M „m. u�° . Co...�E,Ate. .�.a •. r-_-,-1,,--.............„. 19.An.now r..atoll e•TO..et I.1..ma M•hole men a elth 1« ylL!1� _j'.•' • me Iv- - m.,..•...« I ,._iTi:,.. ...soar r oo"°'.,x 2U.Contr...n0 use•Nun.end StronBu.atch Me..pramH-mss . © BUBBLER NERD .n ! 1...1.1.11 a goo..a MM...«a L- ^ ^VSING INSTALLATION DETAIL 1-I .�N�Im 1.1 [S`�rT6: POWDER ENCLOSURE Q LANDSCAPE DRIP LME •n _' � r `WFLUSIRNG VALVE I I Tar.w Q1 08/21/2018 ADDENDUM 3 13«"1. I••I LA0 (IRRIGATION CHANGES DUE TO •a. I j axle« PLANTING ALTERATIONS) Backflow Cover .a« ' . INSTALLATION DETAILS No•M•SaSC-lldl,ftEWOCIf.fMC-CSCR �"'° ..,r„r... Iw.1 •11 111 \I1:"a =AMC. .¢a .Vee1O1/.''sons • -� 1.®...a-. _ ,a.,. . L coat xa•a.a rZITYr.IN. t AllOIP la ��•11i tMT..'n".000.011,001V 002.013.117"00W1.'. O , a. �;•.- •.. r..w.1...A13 •,�« e .tooth•+n r.Maw.,atom. _........ CS)• a.-..---- 1*an _:497 .....�� 111.6 DNIwal III TAM • ._JO ��••��= a�R x.2ao a`,v�lS VAS o�VACUUM MEANER fEBCO •n ■e91Rw1 tramp Ain O1.10.1.1 IMP Mt O O a N.mum Darr .a.1As.c I,1 ...am.w marw.m 4 iy 4 4T LANDSCAPE DRIP LINE ( PROS-0.SPRAY HEAD6111111.1.21 p1 WC. u.1 cn O -__- _ ©RRICF VALVE 'a O SING INSTALLATION DETAIL 11x «II rat m.c�rAc d.Ylx ct 71244-11e-VM.21 1..wow exon 2711« ..f r' TI= .10e«p 0aa.mN MTS. �:i-` 'i VCM - r o_ce .._.____... .. • TO rat eol2wo'MI a.rT .NI rI. 1• 1' • .row %//%//'/////%// .a.aam Toa 0.taIt KIT II. Y. n....m XII yyyyCCM Lm+:-10 TON%M. .x.....am.1.101 a. R. ''•'. M. ..«. -- .anon.b) Trp..., ��.c d p p.Py gap � SIM T► Apr rola«.eM 7 I. a...11e101 i1fbxlLw a r.,w PNaI«I10e. L, ,r YIM�« 11110 100-•r.xaa.e..1a• �j�11•.>� .xr«,..<.1..1T ,13.1 a n 10....0133. Iron r-r. �N.1.a�>'.d .NE �. .�me .a Nrmree.lemul►N.1.emle.ran B. nealoa► - ',air I) "` Ail City of Pea and,Texas 1 Moran L6Nq!a.MW.brnaaa.b la Meer Once NO ryep rwO M.I.a oaf •� a/'MORI • .4.211.GUM a�, PA II Aft TOM ..N NOVO Al D w • NM NrNm x.a a oaten. HUGHES RANCH ROAD Ible 40. BACKFLOW ENCLOSURES: Strong Bo. ....ea loco OT NTS (Its DMp CONTROL2oNE n 112222321 NP POIAFO 'moo. n P ICV VALVE.ACW-s NC x13 A �g mol R x�ER TIN IRRIGATION DETAILS S88C-30CRO ICI-101-..NIT • O s.«c MrAUAMN pErAl ONO WCOOER INSIALV.TON OMB O L AL CHANN L ONEEJ 100F 10 *WET o«OY2e•Nt. 01112.11.111 Nes raw 371 - - ----I =— — -i ,�i � �--' 2 3-1 ( q 5 6 I� 7 8 TREY F III r CONTRACTOR SHALL REFERENCE THESUMMARY ' —_' CONTRACTOROF PLANTING AND IRRIGATION QUANTITIES TABLE. C_ — `_ -.-.-..-._.._._.__..... 45-0. j -- -45 - 12-FLAX LILY 26-D 0 :0 Al I , IRIS J 27-ASIAN JASMINE I LI I HUGHES RANCH R0. 26-ASIAN J 69-BICO OR IRIS __ -'7b„1„;--,f,',,4,�,I�R�h=� t ��llilli ,te, itli Illagailia II A ',Solara . -LI'I. �.p.�irat _ INE 27-ASIAN JASMINE • It • I • 38-PURPLE TRAILING LANTANA 25-OWE. BOTTLE BRUSH —11 HARD SURFACE• - . • N.I.C. ------ ._.- I I0 20 40 80 I IENLARGEMENT: PLANTING BED -- - /\08/21/2018 ADDENDUM 3 (PLANTING CHANGES) 1 _ ,-- __..-.......C_}--ter_. _2 STRIPS SOUR SOD(O.O.C.Ii— •S02&D•Faewl III,T. . — In0l.IM I.Nan,.Art1lud.0.7 _ __ ,R2C ORAD[AND NYOROIRADI�,wE GRAIN OOT BARR[Rw F M 11170189 0.6:14/23/2•4 ' —��------------- roe sTMS SCUD SCD(eD.c. A T rOt.Ea, 111 NOT a, yNStiw.vvrwa. _ 1-u au ly qpXX o.�m��roamn•v�+an.' WIRED RAMOR RD. y. S• ,- - RRIw>,I� '-"_",' -1 —ii =-- 1 :: • SEE ENLARGEMENT D , ]-'APE 4YR9.E MK SHEET l� D SEE ENLARGEMENT,NIS SHEET D D . •. .• �,� GRADE u1D 00"7L4ll1 __-:591'5 S- SOD ta.,,,,, _ •Saki .• • 4 O SOC .. 01ADE ANO NYCROuuT . ....SU ANO 9URFAGE' SIR'S SOE (!OC) EINE 2 • N.EC. _x City of Pea and,Texas HUGHES RANCH ROAD PLANTING PLAN ' pIE(r 10,10 0 W X20 ISO 024242.Ol” T o. wms1. I � - N P.., Nom 372 arM G1402 7g 1, •• l A I _________,_____A--,..------- •�-+----� -ROOT BARRIER i I STRIPS SOLO 500(ROC.) D D 2-WAR MARE CYPME55 NUC/IES PANCN R0. AT 8.0.4. ,S GRADE ARO NYORONUION 0 I S1RIPz SOIA 500(ooc.77 I-rAUPON I-YAUPOH .__._ __ .-.__. Q ME GRADE AND N401i1M 1-COIIpE ... TIG-warairo -%} ice NAM WINACE Ni C. m ®®saii ,,,'Q• 50•_0• ii:i.LaF'''.- r __ OM p �- D g• --�_ s soros sow sm(Yoc) Iio • ANMprts RANCH P0. I-WM NWRE x-YWPI-wnv YNIILE A„ 2 44 STRIPS SOIR)SCO(B.O.C.) D E GRADE AND NT(MQIULCN x-YWPON 1-DYE OM 1-YAIIPpI `_-��T•-�� _�� '� t.rt� ®®�� M� SO,D < --.-131.,c__.---- 1•' �_0•- Z _----------------- 111- 1:11110111*... _ rIre -- _ - r n 08/21/2018 ADDENDUM 3 11111111111 (PLANTING CHANGES) Robot 8.[NPRRw IIL Two _.-.-_.- -- I xNWrd IANeF.ArcllNd Mr - --"_ -- )STRIPS SIR/0 SM ANTIC.) Pm IIDDD7D 0Mr0NUn01E ��-_ -_ -FINE GRADE AND NYDROWlR01 Horror L14Q0ry.p 12312 ROOT BARMIER :1-PRESS - WOKS RANLN PD. ]-YAUPON h Pe,miGinS o,conAWcl- x-wAM MYRTLE AT B.O.C.,TAP. CWRESS 2-WAR YYRTE 7 -I STRIPS SOLID 500(80.41 A-LINE oM A- = -= w ( •y=_._...__...._-____...._._. - rat-� EINE GRADE AND NYTp1OWLCN _ SS �'1:1WAI" jIII :.S. r,►'Y G a ®�®® .IPM„ _ :� • IX- IQ , .. _1. Ea ,• za -. City of Pea and,Texas HUGHES RANCH ROAD CONTRACTOR SHALL REFERENCE THE SUMMARY 1 t '�4 OF PLANTING AND IRRIGATION QUANTITIES TABLE. PLANTING PLAN c 1 ,�T x ofto A` �'"` '_'"".I- -) I.1 J �_.�� - • f0 lip 110 ® ywnv 1. SAE RNEn t 1 KEY N w� rwer .w 1 373 M U 1 E 2 3 4 5 6 7 TKEY CONTRACTOR SHALL REFERENCE THE SUMMARY OF PLANTING AND IRRIGATION QUANTITIES TABLE. --------------------j- ...._... 2 STRIPS E AN SOD(B.D.C.) ---------"-.-----•---------- -� TINE GRAD AN I . ... — 1ND11E4 BMW1110- > • / Ah Gil V..rail- .DPD 1911411.1111 N - AL AL1 ii 13 ,L 08/21/2018 ADDENDUM 3 (PLANTING CHANGES) O ANI R.WANK in.mama 0001 IYf 11aWb1 Ow M/1lO0a I-UVE o 2 STRIPS SOW SOD(BO.C) p1W1•Ygpa•IY1WYE' ROD.BARRIER 1Wi TIE O1E CN RD. TINE GRADE MO aDR0.1UL20 It 1 r I NUN 5-OR•E ELu0 C __ - (2��- cIV 2-WAR YYRRE ROOT _ - -_._-�- VI C.IV- .• -- -"--- Wvao • ��iL�h� �' �ngP I D uRR.0 �.c �r all ®ISS® _--_i i-------- „ City of Pea :nd,Texas HUGHES RANCH ROAD PLANTING PLAN µSe.3 q” 0 f0 120 _ 110 Prt••••�•.:•o.wun N x., 11 w 'q 374 CR. Y ! ��-�-t 1 4 I � 8 ? ' TKEY � 4 CONTRACTOR SHALT.REFERENCE.. THE SUMMARY OF PLANTING AND IRRIGATION QUANTITIES TABLE. -------- _— '------ '— 2-MAX MYRTLE 1 vows SQA SOD(DAC.) 2 STRIPS SOLA SOD 030.C.) EINE GRADE MA MYMQIUIQ, -in __-- ROOT BARRIER 2_,4,,,,,,,, „UGXES RANCH RD' ME GRADE AND XYDRWULCN • - AT,,,,,r.,iYP. N-COTTON R000 _ CI• -MMD SIIMAQ N.LC. 3-eADI CM'RESS MM � �a��=� In 1-MA.M ilE _ -/ .g ® nM0 SURFACE N C IM2p•11 2.-YAUPON r .ti ,. Qt 08/21/2018 ADDENDUM 3 (PLANTING CHANGES) — — ,A DR ._ .. __—. - IMML l D.Rwr RL Tam ° 46 HUGHES RANCH N0. B.0 C�11 M. RE R�.e1TLrT.eWilms AMAIN NW -._._..- • 0 C A \�� ,-Y 1-MAX 5-UVE OA. 1-YAUPON MINN -- D ]SMM.S sauD wD(6.0c.) MM. /� - WiMYRTLE er ngIRXMry XppTRM, =� p •. • p .. D .. FAC aIG AND NmTOMOLa ��'►,.�=��I=��CFI Wplmienea4.074 0 0 R r HARD SURFACE N.Le. i�� 1 r i • , �� ,S �•-0. ,PA !OAKS.otuaq LLr iil.a� 0 City of Pea and,Texas HUGHES RANCH ROAD PLANTING PLAN e w Tm 100 """.."......1.11:loX:1t N O., 375 _., _.--.1.___,_,T-_--,,..----_--,_, —1 I.� 5 1 R--- 1 `-1 -- "a 1 , 2 3 TKEY CONTRACTOR SHALL REFERENCE THE SUMMARY OF PLANTING AND IRRIGATION QUANTITIES TABLE. .-_.._- ___- )STRIPS VM ill 5011(R O.C1 _ ____...._. . .�',__' ...-.._--.--- ROOT BARRIER 3-COTTON wOCD GRADE AND NVUROYULCN AT B.O.C..LVP. 2_TARPCMI ]STRIPS SOLO 500 fB.0.C.1 2-WAX YMM1E 1/7 RANCH IID. RIE GRADE AND NTUROYLACN B-RAID CYPRESS 2-TARPON _ AIUEE♦ l- °A-- m'wn 2-WAX MYRTLE E .. . r. `� S��i ® -_ - - _ tN MANTLE a =�.T N`�'� W l7`i��:�:�� 4r�_!L=LL's►��r. •�0® 2°-° e ...___ ! 7"01101111111111111116 __-_-_____ ._ 2 . 1j 08/21/2018 ADDENDUM 3 (PLANTING CHANGES) -__ J�.__•. --.._ .._---_ xawt B.DePrnR Ill INC _•„-'__-___ AD-PURPLE TRAILING LANTANA• ,2,!-A4AN 2-M2 LAY 10 RgWnl Lu4aa AMHI4 NW =r ,I15-FLAX LAT ll62LA LAY '2-ASIAN.M9MNE MANES RANCH RD. Pa ICDINEQ OAo-Ofl2YJ911 I�il 15-A9AN,MSYn1E 2-PURPLE MAX!.LANTANA TgTb rspAAlpypion.. IOPE 6 ROOT BARREN �_� R2- OPE __ AT 0.0C.TVP. � It!:, M,mnY,pn ranM,gion' AUG SURFACE WIC. _jIt --- I'” ) 9B-BICOLOR FIS 1 Z ..._ 24-ASIAN JASMINE 39-PURPLE IRAN NC LANTANA�, IB-STAN JA INC 2 S1RIP5 SO110 500(B.O,C.) 1,1 - 9-iLAn LILY PMIS dIAOE ANO NYOROMIRCN ....... �� lEeelli 12-01w SWILL dXUSN 40-PURPLE TRARJNG LANTANA_ y------ - ----- BRT'AN CT c 85_0. -�"�-_ i` _..___,__ ,---------- -- fl'I'1 10 City of Pea and,Texas HUGHES RANCH ROAD PLANTING PLAN v1E0T S 1«_10 8 80 ISO NO .yP...,. Y912a1at1 .n '�«Nw2.,. 376 ON., wN GNAW _ .�` ne-1- _--��3: 4 =1--- -----77-1 r �) I i 6.__` • 8 ,z 1 1 2 TREY B CONTRACTOR SHALL REFERENCE THE SUMMARY OF PI ANTING AND IRRIGATION QUANTITIES TABLE. • �fa— D • Deo M OYiIIn D 0 / ` _ NAB°ARKACE N I.0 a-- Q .. 2 STRIPS SOLO 500(B O.C.) FINE GAMNiOUL E ANO RONGN _ - M.,(2‘,RANCH RIP. _...__.- - 3-vAUPON `- m 5-0vE OAR �.._.__. -F@�� _�� .__�__-_' ]-NAM YMTIE `� `fir •I1► 3-vAVPp1 3 S1Ri5 SOUO SOD(B.O C.) {�� '��:` FME GRACE ANO NYMONIILCN _�1� �f�^=�` = ROOT BARR,ER -pµp CYPRESS -- � _ >tt I &08/21/2018 ADDENDUM 3 (PLANTING CHANGES) Solon l Deana III.Tum RyW,M IAMoiR A«11 1 IDE/ Rm BID MS/OW OY3Y3Bu parmtno or cw.wa'un.. cm \ - 1 .n....__. ) 2 MRS SOUS,SOD(Es0C.) 4 ROI NE GAGE AND NTORpILLCN ROOT BARBER , - RaeRRa ai �m 3-AIIYpI 3-DRAKE EW AT RAG.M. 1 STRIPS 901q 500 rBOC.I ocsl R.1 Lk, �a ]-AAM YMllt FINE GRAPE AND Nv011p1ULCN Nu0ME5 RAHW RO. --��R J �• dliTg • �� 1 zo'-D•�� rum SURFACE«�c ✓ '� sm...- - ��--�- City of Pea and,Texas _____.____-._ - HUGHES RANCH ROAD SMUT x0810 0 BO 130 Ipe..wmerl 11241411 N 11 377 e..« C118113 . _I ,_______ ._.4.1.•,-"'"- -7-"•-•!,_____ ! •minii N. i •-.^...------ I I E ._1_=-1------ ----_____-.1-------i-- 1 l --- --r—- .:_--:.•_-:'. -- 1•4 A g 1 ' 2 ; 4 5 6 1 • 7 8 ÷ I I KEY CON TRACTOR SHALL REFERENCE THE SUMMARY OF PLANTING AND IRRIGATION QUANTITIES TABLE. I 1 __ -------------- ._ `111.1.1..E._ffr___________ =SCI IL rydr. 4-nw GRADE MO IIVOROLAA.CR RUC..RANOF RD A•FLAA? 1.-- = ....... ". .. , —.--..------". . .A • IA ei ., .• i I • • A • . A • • . • • . _______ . i's, •-• C" __--_ ----.... 1 ' Z,08/21/2018 ADDENDUM 3 (PLANTING CHANGES) bl TS - - ...._ .... __—_—____ Robert I DO*111.Team =-. .------- ------------------. iiiii _... ._.- ---- ---.— ItolleFend Ludscape Aichtlect MCI 2.!WPM 0.1b,OVIVIIIIS -"=•=it. --------------------. — IMO SURFACE MAC 2 STRIPS SOLID SCO(FLO C) 111.10.ES RANCH RD 6. • _ __________--_ -- Nor.,repulatory Appro.& .SOO FE ii I Irng or concOuclronA 0 MAUR(0 ce -'' - ,111111111 '''P''....irijougglisam imiams•e•..."'-'-'--- . ; iallret-li—ehow, ..-...-. ..---"---"-- ".''""."1148•111araliTI _appal HARD SURFACE R.I.C. A en I g — 5: r7------------lr".........- m... .w.""-- --- ----_—=--•-•-------- -- -__------- ____-_-_:_ .- *QUM"1.011111 LLc 43. IT 4 City of Pea and,Texas HUGHES RANCH ROAD PLANTING PLAN • to Us smeE7 7 0E10 ...... 378 cad. CRP, f .�..�- f_ ,_ `moi = R-=1 2 3-1 1,, 5 E 1lk I KEY s-�ai ----.—__--- -- -- CONTRACTOR SHALL REFERENCE THE SUMMARY ■ _-------_-- ' ---— -_54,-9"....---- OF PLANTING AND IRRIGATION QUANTITIES TABLE. 26-69- B 1 _ -------;'-'---.."---------------------------6 *.--------- --- 5-9"_ HUGHES R NCH RD. ■ �----" Q HUGHES RANCH RD. ^ 30-A - I A,_ SS ' 69-BICOLOR�IRIS ` I A28-ASIAN JASMINE �� II �� I.. la- e(PFFII �- 4. .[L �Ch HARE SURFACE N.I.C. t- I'Ip' S0•-9" •I1- ` MINE I 12-FLAX LILY 25-ASIAN JASMINE ' 100'-0" • :R LE BRUSH 40 _ ENLARGEMENT 'A': PLANTING BED 0 20 arm 80 ENLARGEMENT 'B': PLANTING BED U 20 40 80 o _ RODT t,TIER 2 STRIP$SOLO SOD(a0.UCI "*.E5'A"C" RD. "-'Q- 2 SIPWS 50.10 SOD(RAC.) ]-R,4O CWILESS Ai Q.00.,TW. LINE OIADE ANO Nrod10.a1 i . i EK DRAM.AND NT0.ROMULCN 2-1AlRgN- •_2'RAUPGN d __ • I`_�VA_._._` 6'® MD SURiAQ N.I.0 , i I T —.— --- ._ _ _ .. _ 0 08/21/018 NGES) Mort awPHrIII,Tam Pot mom Cftly ONIONS -....r ----- - W+nSNIRIRIY ApprovM. —--— P.IRY.nR M • HUGHES RANCH AD. Tu1G11E5 RANM RD.3-CRAPE YYRRE SrE ENLARGEMENT'A', t Y1.1•S 5000 500(B.O.L.) ROOT aARRiER to ___--_.. - ZONES WET MC GRADE AND HroRawlal AT 0.0 C.,rn. �"' �;��1oe•;•LI• -__._. i.// ]-CRAPE NM11E S-COTTON M000 3-WAR MYRTLE _ b�{ HARD SURFACE N.I.C. T�o'�C /� ��a�„a-il�� ®`' 2 STRIPS SOLID SOD(NO.C.) CI. /, ( iPp .41yR07 1 �`m IS INE GRADE AND NroROMOICN -._-. ®®�"�-��®� W •E'tn'y J 5[E ENLARGEMENT'0 TNIS SKET 1- aUOE ua Nroawua -- --... ------------.....---..-------•--- - ---.__--�--' — 3 T SINKS 5IX10 SOU(I O.C.) __._-._..__._ --__ _..,, — City of Peadand,Texas , 1141‘411LH o ---"-""-- HlN3NE5 RANCH ROAD PLANTING PLAN SMUT s oi10 0 w 120 110 "4”�.....�NN. LR[t - -I Ev2ERAu 1 swwn ,® R.� ' 379 aIF GRA. M d T (SHEETS 1 THRU 8 GRAND TOTAL PLANT SCHEDULE ) 40TAMCK NAME 001.011 NAYS 011 442E 00101114 123126(3 ) r • .•:'1 aV.w.W'..a.• war M 4.1112. Cwl•.. r-a 1/r CO.NE-Ir 1K f 7 1....a 6.31 Owl...... ".'1.'" I a...r.N.N 1•.i 'a.r aV I/ a ow ca1r.. r-a Iry'iw..1r-1r M.••-r,•�.•.a rnyx n.NA wr•.. F •II�; - .f w Wm•M MAV R ly.!..nr1.. anw Oa/ _ a u ow a•a 1/!•0.4..1r-It K.r-r.M.AA w.y R.2..111.•. Y T.57.1.1. ( /M.3...V..Mrw II.N....02102. M M 944. r-a I/1•n4..1Y-1r M.r-r.w r.4zM n..•....A11N ) I.N/n ( s..*.*.Maw'nww' O�rl./.'.xr�.' is N a1� 4.Y� WY-1M.M-IY Mt.11/Y.t.f 11...1.110 ) 1•!, till r.1NN R ISY. ( 4 r w-hrn aw IMN N2 a OK 261.4 N Oa ra�1�.. *44-w.•.•'-la NL r-1..L 3 M I. N •"'I'1, II- • S aw•r.o r...� 2.244 22 x1,r-r.nI,a r e.wN.• r_e (\ 9.440+ I 4 r � 1 11.. NOON xMFro IoW ( 0/600 AM 111•.am' [441 MN M 114 /da Oonllw. I.11 M 1Y M.m-iP IOC Mara • 1 KI1...rlr /Y..w a/ I OAL LwY". n•rw Ir-!r K.3•...1 Ir u /) 'I �I /1..44.N....N.'4.r/N.' I..2r Ir1 1 ON. 9443•. IN rK 4 R.4.t.a•-.r NL 1r-.s•M....r.r_ ) 2.612 a.wrM PL.. )Q � ) IN ran•2 Al 02-12.4. I 3,x,.,,,S.1.•x., N... MI 1 w. doe AA I2 A..t Yr KKK I4-1r.,a 13•u ) O NW 11 TRUNK TREE STAKING(LODGE POLES) .. .....K Ir r.. ) Pl. (( '•'��••'•'3•••••a•'C N. W/ 1 OIL a.1w Ir-R'K 10•-Ir W.N..N r..Tr QG ( 1.n.,,.3.44.. 1...a.an ux! r...Ir-Ir K,r Oa ( C..r.tiM..2.444.[....C.' G...s/...r - W SS 0.4...m!-Y.M..I.1a. )) rO .• OAIw!KKK Yi....illooK' °MONA 241..44 MMS 2 PO.i.M M.1.3 r.aMM ,^. 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CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO. 4 Date: September 12, 2018 PROJECT: Hughes Ranch Road-From Smith Ranch Rd to Cullen Blvd: COP Project# TR1201: TxDOT CSJ 0912-31-311 BID NO.: 0418-33 BID DATE: September 13,2018 FROM: Eric H.Liu,P.E. Project Engineer BGE, Inc. 10777 Westheimer, Suite 400, Houston, Texas 77042 To: Prospective Bidders and Interested Parties This addendum forms a part of the bidding documents and will be incorporated into the Contract Documents, as applicable. Insofar as the original Contract Documents, Specifications, and Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this Addendum on the Bid Proposal form, Section 00300 submitted to the City of Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION. CONTRACT DOCUMENTS: Corrected Bid Tab—Addendum 3 corrected the project bid tab. The updated quantities were not correctly loaded into the ebid system. This addendum provides for the correction to the ebid bid tab. END OF ADDENDUM NO. 4 9Fr,,, Eric H.Liu,P.E. Project Engineer - ERIC N. LIU 107502 '�: fi# g, 9/12/2018 BGE In . TBPE ReglstrohoncNo. F-1046 2-22-12 00900- 1 of 1 CITY OF PEARLAND TABLE OF CONTENTS Document 00010-T TABLE OF CONTENTS NOTE: Bold Specification Sections can be found on the City of Pearland Web Site at http://pearlandtx.gov/departments/engineering-and-capital-projects/engineering/standard-construction- documents (or at http://www.pearlandtx.Qov/ by going to the Department of Engineering, Engineering Construction Documents). Doc Page Document Title Mt, INTRODUCTORY INFORMATION 00010-T Table of Contents 1-6 00015 List of Drawings 7-10 BIDDING REQUIREMENTS 00100 Invitation to Bid 11-14 00110-T LGPP Abbreviations&Definitions Supplement 15-26 1 00200 Instructions to Bidders 27-35 00200A-T Instructions to Bidders Appendix: LGPP Bid Checklist 36-37 00210-T Item 2L—LGPP Supplement to Instructions to Bidders 38-44 00300 Bid Proposal 45-60A 00310-T LGPP Award and Execution of the Contract 61-64 00456 Bidder's Certification of Compliance with Buy American Program 65 00457 Conflict of Interest Questionnaire 66-67 CONTRACTING REQUIREMENTS AGREEMENT 00500 Standard Form of Agreement 68-74 00500A Standard Form of Agreement Appendix A: Title VI Assurances 75-76 00500B Standard Form of Agreement Appendix B: House Bill 89 Verification 77 00550 Ethics Certification Form 1295 78 BONDS AND CERTIFICATES 00610 Performance Bond 79-80 00611 Payment Bond 81-82 00612 One-Year Maintenance Bond 83-84 00615 Partial Waiver of Lien 85 00010-T-1 1 r CITY OF PEARLAND TABLE OF CONTENTS GENERAL CONDITIONS 00700 General Conditions of Agreement 86-126 Attachment No. 1 —Worker's Compensation Insurance Coverage 127-129 Attachment No.2—Agreement for Final Payment and Contractor's Sworn Release 130-133 Attachment No. 3—Owner's Insurance Requirements of Contractor 134-143 00770-T Item 4L—LGPP General Conditions and Scope of Work 144-149 00780-T Item 5L—LGPP General Conditions and Control of the Work 150-157 00790-T Item 6L—LGPP Control of Materials 158-163 00795-T Item 7L—LGPP Legal Relations and Responsibilities 164-176 00796-T Item 8L—Prosecution and Progress 177-188 00797-T Item 9L—LGPP Measurement and Payment 189-196 SUPPLEMENTARY CONDITIONS 00800 Special Conditions of Agreement 197-198 00811-T Wage Rates 199-202 00850-T TxDOT LGPP Requirements 203 • FHWA-1273 Required Contract Provisions 204-215 • Bidder Certification 216 • Buy America Provision 217-218 • Buy America—Material Statement 219 • Child Support Statement 220 ■ Child Support Certification 221 • Child Support Business Ownership Form 222 • Acknowledgement of Stormwater Management Program 223 • Contractor's Assurance (Subcontracts-Federal Aid Projects) 224 • Debarment Certification 225 • Differing Site Conditions 226 • Disadvantaged Business Enterprises (DBE) Provisions 227-234 ■ DBE Requirements 235 ■ DBE Commitment Agreement Form 236 • DBE Material& Supplier Commitment Agreement Form 237 • DBE Substitution Request Form 238 • DBE Commercially Useful Function Project Site Review 239 • DBE Trucking Credit Worksheet 240 • DBE Good Faith Effort—Prime Contractor 241-242 • DBE Monthly Progress Report 243 • DBE/SBE Prompt Payment Certification 244 • DBE Prime Contractor Payments to Non-DBE Subcontractors 245 • DBE Final Report 246 • Equipment Rental Rates 247-248 • Certification Regarding Lobbying 249 • Statement for Loan Guarantees and Loan Insurance 250 • Non-Collusion Statement 251 ■ Affidavit 252 • Payroll Verification Information 253 • Prison Produced Materials Provision 254 • Railroad Insurance Provision(when work is in Railroad ROW) 255-256 • SBE Monthly Progress Report 257 • TxDOT 1560 Certificate of Insurance 258-259 00010-T-2 2 CITY OF PEARLAND TABLE OF CONTENTS LOCAL GOVERNMENT SPECIAL PROVISIONS SP000-002L-Nondiscrimination 260-261 SP000-003L - Certification of Nondiscrimination in Employment 262 SP000-004L-Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity(Executive Order 11246) 263-266 SP000-005L- Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 267-270 SP000-394L-Disadvantaged Business Enterprise in Federal Aid Contracts 271-277 SP002-011L-Instructions to Bidders 278 SP007-001L- Legal Relations and Responsibilities 279-280 SP421-001 -Hydraulic Cement Concrete 281-283 SP506-001L-Temporary Erosion, Sedimentation, and Environmental Controls 284-294 SP636-001 - Signs 295 SP666-007 -Retroreflectorized Pavement Markings 296-297 2014 TxDOT STANDARD SPECIFICATIONS Adopted by the Texas Department of Transportation November 1,2014. Standard Specifications are incorporated into the Contract by reference and a copy can be found on the TxDOT Web Site at http://www.txdot.gov/business/resources/txdot-specifications.html. Item 132 Embankment Item 169 Soil Retention Blankets Item 360 Concrete Pavement Item 400 Excavation and Backfill for Structures Item 416 Drilled Shaft Foundations Item 421 Hydraulic Cement Concrete Item 432 Riprap Item 464 Reinforced Concrete Pipe Item 500 Mobilization Item 502 Barricades, Signs, and Traffic Handling Item 506 Temporary Erosion, Sedimentation, and Environmental Controls Item 512 Portable Concrete Traffic Barrier Item 528 Colored Textured Concrete and Landscape Pavers Item 536 Concrete Medians and Direction Islands Item 560 Mailbox Assemblies Item 618 Conduit Item 620 Electrical Conductors Item 621 Tray Cable Item 624 Ground Boxes Item 628 Electrical Services Item 636 Signs Item 644 Small Roadside Sign Assemblies Item 647 Large Roadside Sign Supports and Assemblies Item 666 Reflectorized Pavement Markings Item 672 Raised Pavement Markers Item 680 Highway Traffic Signals Item 681 Temporary Traffic Signals 00010-T-3 3 CITY OF PEARLAND TABLE OF CONTENTS Item 682 Vehicle and Pedestrian Signal Heads Item 684 Traffic Signal Cables Item 685 Roadside Flashing Beacon Assemblies Item 686 Traffic Signal Pole Assemblies (Steel) Item 687 Pedestal Pole Assemblies Item 688 Pedestrian Detectors and Vehicle Loop Detectors Item 690 Maintenance of Traffic Signals 2014 TxDOT SPECIAL SPECIFICATIONS Item 6001 Portable Changeable Message Sign 298-299 Item 6002 Video Imaging Vehicle Detection System 300-307 Item 6185 Truck Mounted Attenuator(TMA)and Trailer Attenuator(TA) 308 CITY OF PEARLAND GENERAL NOTES 309 2014 TxBOT GENERAL NOTES 310-331 CITY OF PEARLAND SPECIFICATIONS NOTE: Bold Specification Sections can be found on the City of Pearland Web Site at http://pearlandtx.gov/departments/engineering and-capital-projects/engineering/standard-construction- documents (or at http://www.pearlandtx.gov/ by going to the Department of Engineering, Engineering Construction Documents). DIVISION 1—GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises 01200 Measurement and Payment Procedures 01290 Change Order Procedures 01310 Coordination and Meetings 01350 Submittals 01380 Construction Photographs 01420 Referenced Standards 01430 Contractor's Quality Control 01440 Observation Services 01450 Testing Laboratory Services 01500 Temporary Facilities and Controls 01505 Mobilization 01550 Stabilized Construction Exit 01554 Street Signs 01555 Traffic Control and Regulation 01560 Filter Fabric Fence 01561 Reinforced Filter Fabric Barrier 01562 Waste Material Disposal 01563 Tree and Plant Protection 01564 Control of Ground Water and Surface Water 01565 TPDES Requirements 01566 Source Controls for Erosion and Sedimentation 01570 Trench Safety System 00010-T-4 4 CITY OF PEARLAND TABLE OF CONTENTS 01580 Project Identification Signs 01600 Material and Equipment 01630 Product Options and Substitutions 01720 Field Surveying 01750 Starting Systems 01760 Project Record Documents 01770 Contract Closeout DIVISION 2—SITE WORK 02200 Site Preparation 02220 Site Demolition 02252 Cement Stabilized Sand 02255 Bedding,Backfill, and Embankment Materials 02315 Excavation and Backfill for Detention Ponds 02316 Excavation and Backfill for Roadways 02317 Excavation and Backfill for Structures 02318 Excavation and Backfill for Utilities 02330 Embankment 02335 Subgrade 02370 Geotextile 02415 Augering Pipe or Casing for Sewers 02510 Water Mains 02511 Water Meters 02514 Fire Hydrant Assembly 02520 Valve Boxes,Meter Boxes &Meter Vaults 02534 PVC Pipe 02541 Water and Wastewater Line Valves 02542 Concrete Manholes and Accessories 02582 Thermoplastic Pavement Markings 02603 Frames, Grates,Rings, and Covers 02624 Structural Plate Culvert Structures 02628 Jacking Pipe or Box 02629 Safety End Treatments 02630 Storm Sewers 02631 Precast Inlets,Headwalls, and Wingwalls 02632 Cast-in-Place Inlets,Headwalls,and Wingwalls 02633 Adjusting Manholes,Inlets,and Valve Boxes 02710 Base Course for Pavement 02741 Asphaltic Concrete Pavement 02751 Concrete Pavement 02762 Temporary and Removable Reflectorized Pavement Marking 02770 Curb, Curb & Gutter, and Headers 02771 Concrete Sidewalks 02775 Concrete Driveways 02820 Wood Fences and Gates 02821 Chain Link Fences and Gates 02910 Topsoil 02921 Hydromulch Seeding 02922 Sodding 02980 Pavement Repair 00010-T-5 5 CITY OF PEARLAND TABLE OF CONTENTS 02981 Blast Cleaning of Pavement DIVISION 3 -CONCRETE 03300 Cast In Place Concrete 03310 Structural Concrete 13730 Computer Equipment SOUND WALL SPECIFICATION Item 6200 Precast Concrete Fencing 332-340 IRRIGATION AND PLANTING SPECIFICATIONS Item 02200 Earthwork for Irrigation and Planting 341-345 Item 02221 Trenching.and Trench Backfill for Irrigation and Planting 346-347 Item 02441 Irrigation System 348-356 Item 02480 Planting 357-364 Item 02493 Exterior Landscape Maintenance 365-369 Item 16050 Electrical 370-385 APPENDICES A Geotechnical Engineering Report 386-432 B Geotechnical Engineering Report- Sound Walls 433-622 C Permit No. SWG-2018-00053;Nationwide Permit Verification 623-640 END OF DOCUMENT 00010-T-6 6 • CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 1 TITLE SHEET 2 - 3 INDEX OF SHEETS 4 - 5 EXISTING TYPICAL SECTIONS 6 15 PROPOSED TYPICAL SECTIONS 1646A-16K GENERAL NOTES 17 - 18 SUMMARY OF TRAFFIC CONTROL QUANTITIES 19 SUMMARY OF ROADWAY QUANTITIES 20 SUMMARY OF DRIVEWAY&INTERSECTION QUANTITIES 21 SUMMARY OF SOUND WALL QUANTITIES 22 - 23 SUMMARY OF STORM SEWER QUANTITIES 24 SUMMARY OF TRAFFIC SIGNAL QUANTITIES 25 SUMMARY OF PVMT MARK&ILLUMINATION QUANTITIES 26 - 28 SUMMARY OF SMALL SIGNS 29 SUMMARY OF LARGE SIGNS 30 SUMMARY OF SWP3 QUANTITIES 31 SUMMARY OF PLANTING&IRRIGATION QUANTITIES 32 TRAFFIC CONTROL PLAN CONSTRUCTION SEQUENCE 33 TRAFFIC CONTROL PLAN CONSTRUCTION PHASING OVERVIEW 34 TRAFFIC CONTROL PLAN ADVANCE WARNING SIGNS 35 - 40 TRAFFIC CONTROL PLAN PHASE 1 41 - 46 TRAFFIC CONTROL PLAN PHASE 2 47 TRAFFIC CONTROL PLAN PHASE 2A 48 TEMPORARY SIGNAL PHASE 2A 49 - 54 TRAFFIC CONTROL PLAN PHASE 3 55 TEMPORARY SIGNAL PHASE 3 56 - 61 TRAFFIC CONTROL PLAN PHASE 4 62 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SH 288 NB FRONTAGE RD 63 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT HARRINGTON DR 64 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT MILLER RANCH RD 65 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SOUTH HAMPTON DR 66 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT BROOKNEY ST 67 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT W STERLING DR 68 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT CRYSTAL LAKE CIRCLE 69 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT SOUTHDOWN DR 70 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT BEDFORD AVE 71 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT KENSINGTON BRIDGE 72 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT NORTH HAMPTON DR 73 TRAFFIC CONTROL PLAN HUGHES RANCH RD AT HILLHOUSE RD 74 MISCELLANEOUS TRAFFIC CONTROL DETAILS 75 TEMPORARY GRATE DETAILS 76 - 87 BARRICADE AND CONSTRUCTION STANDARDS: BC(1)-14-BC(12)-14 88 TRAFFIC CONTROL PLAN: TCP(1-2)-18 89 TRAFFIC CONTROL PLAN: TCP(2-1)-18 90 TRAFFIC CONTROL PLAN: TCP(2-2)-18 91 TRAFFIC CONTROL PLAN: TCP(2-4)-18 92 TRAFFIC CONTROL PLAN MOBILE OPERATIONS UNDIVIDED HIGHWAYS:TCP(3-1)-13 93 TRAFFIC CONTROL PLAN MOBILE OPERATIONS RAISED MARKER INSTALLATION/REMOVAL:TCP(3-3)-14 94 TRAFFIC CONTROL PLAN MOBILE OPERATIONS FOR ISOLATED WORK AREAS UNDIVIDED HIGHWAYS:TCP(3-4)-13 95 - 98 TEMPORARY LARGE ROADSIDE SIGNS:TLRS(1)-17-TLRS(4)-17 99 WORK ZONE SHORT TERM PAVEMENT MARKINGS: WZ(STPM)-13 Page 1 of 4 7 CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 100 - 101 TRAFFIC SIGNAL INSTALLATION: WZ(BTS-1)-13&WZ(BTS-2)-13 102 CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES: CSMD(HOUSTON DISTRICT) 103 - 104 LOW PROFILE CONCRETE BARRIER PRECAST BARRIER(TYPE 2):LPCB-13 105 - 109 REMOVAL LAYOUTS 110 HUGHES RANCH RD SURVEY CONTROL INDEX SHEET 111 - 112 HUGHES RANCH RD HORIZONTAL AND VERTICAL CONTROL 113 - 115 HORIZONTAL ALIGNMENT DATA 116 - 124 ROADWAY PLAN&PROFILE 125 - 130 MEDIAN LAYOUTS 131 - 137 INTERSECTION LAYOUT 138 MISCELLANEOUS DETAILS 139 - 140 SIDEWALK DETAILS 141 - 142 PAVING STANDARD DETAILS(CITY OF PEARLAND) 143 SIDEWALK STANDARD DETAILS(CITY OF PEARLAND) 144 DRIVEWAY DETAILS(CITY OF PEARLAND) 145 FAST TRACK CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DETAILS:CRCP-FT(HOUSTON DISTRICT) 146 - 147 JOINTED REINFORCED CONCRETE PAVEMENT DETAILS:JRCP(HOUSTON DISTRICT) 148 - 149 OMITTED 150 TAPERED EDGE DETAILS HMAC PAVEMENT:TE(HMAC)-11 151 - 154 MAILBOX SUPPORT AND FOUNDATION:MB-15(1) 155 MAILBOX SIDE ROAD PLACEMENT AND TURNOUTS:MB-14(2) 156 SINGLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS:MB-14(2A) 157 MULTIPLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS:MB-14(2B) 158 OVERALL SOUND WALL LAYOUT 159 - 185 SOUND WALL PLAN&PROFILE 186 SOUND WALL DETAILS 187 OVERALL DRAINAGE AREA MAP 188 - 196 DRAINAGE AREA MAP 197 - 204 HYDRAULIC COMPUTATIONS 205 - 213 STORM SEWER PLAN&PROFILE 214 - 216 LATERAL LAYOUTS 217 - 218 STORM SEWER LATERAL PROFILES 219 INLINE DETENTION LAYOUT SYSTEM A 220 DETENTION POND LAYOUT SYSTEM C 221 DETENTION POND LAYOUT SYSTEM E 222 JUNCTION BOX AOFF1 DETAILS 223 JUNCTION BOX AOFF2 DETAILS 224 JUNCTION BOX DETAILS MH C14A STA 172+86.23 225 JUNCTION BOX DETAILS MH C14 STA 173+18.30 226 JUNCTION BOX INLET CW5 STA 169+63.00 227 JUNCTION BOX INLET CW6 STA 169+63.00 228 JUNCTION BOX DETAILS MH C15 STA 173+51.89 229 JUNCTION BOX DETAILS MH B20 STA 150+75.00 230 JUNCTION BOX INLET CE4 STA 175+50.00 231 MISCELLANEOUS DRAINAGE DETAILS 232 - 233 STORM INLETS STANDARD DETAILS(CITY OF PEARLAND) 234 STORM MANHOLE STANDARD DETAILS(CITY OF PEARLAND) 235 BEDDING&BACKFILL STORM SEWER STANDARD DETAILS(CITY OF PEARLAND) 236 MISCELLANEOUS SEWER DETAILS: MSD(HOUSTON DISTRICT) 237 SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS: SCC-MD Page 2 of 4 8 8 CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 238 - 239 SINGLE BOX CULVERTS CAST-IN-PLACE: SCC-3&4 240 - 241 SINGLE BOX CULVERTS CAST-IN-PLACE: SCC-5&6 242 BOX CULVERTS PRECAST MISCELLANEOUS DETAILS:SCP-MD 243 SINGLE BOX CULVERTS PRECAST 3'-0"SPAN:SCP-3 244 SINGLE BOX CULVERTS PRECAST 4'-0"SPAN:SCP-4 245 SINGLE BOX CULVERTS PRECAST 5'-0"SPAN:SCP-5 246 SINGLE BOX CULVERTS PRECAST 6'-0"SPAN:5CP-6 247 MULTIPLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS: MC-MD 248 - 249 MULTIPLE BOX CULVERTS CAST-IN-PLACE: MC-4-23 250 - 251 MULTIPLE BOX CULVERTS CAST-IN-PLACE: MC-5-20 252 - 253 MULTIPLE BOX CULVERTS CAST-IN-PLACE: MC-6-16 254 CONCRETE WINGWALLS: PW 255 CONCRETE HEADWALLS:CH-PW-0 256 - 257 SAFETY END TREATMENT:SETP-CD 258 SAFETY END TREATMENT:SETP-PD 259 PRECAST SAFETY END TREATMENT TYPE II CROSS DRAINAGE:PSET-SC 260 PRECAST SAFETY END TREATMENT TYPE II PARALLEL DRAINAGE:PSET-SP 261 - 265 UTILITY LAYOUT 266 - 267 WATER STANDARD DETAILS(CITY OF PEARLAND) 268 - 272 ILLUMINATION LAYOUT 273 ILLUMINATION DETAILS 274 CITY OF PEARLAND GENERAL NOTES 275 CONDITION DIAGRAM HUGHES RANCH RD AT MILLER RANCH RD 276 - 277 PROPOSED TRAFFIC SIGNAL LAYOUT HUGHES RANCH RD AT MILLER RANCH RD 278 CONDITION DIAGRAM HUGHES RANCH RD AT BRYAN CT 279 - 280 PROPOSED TRAFFIC SIGNAL LAYOUT HUGHES RANCH RD AT BRYAN CT 281 PROPOSED TRAFFIC SIGNAL MODIFICATIONS HUGHES RANCH RD AT FM 865 282 - 286 SIGNING&PAVEMENT MARKING LAYOUT 287 - 289 SMALL SIGN DETAILS 290 - 296 ELECTRICAL DETAILS: ED(1)-14-ED(7)-14 297 - 298 DECORATIVE POLES TRAFFIC SIGNAL STRUCTURES(CITY OF PEARLAND) 299 DECORATIVE PEDESTRIAN POLES TRAFFIC SIGNAL STRUCTURES(CITY OF PEARLAND) 300 TRAFFIC SIGNAL DETAILS(CITY OF PEARLAND) 301 - 302 TRAFFIC SIGNAL SUPPORT STRUCTURES: SMA-100(1)-12&SMA-100(2)-12 303 - 305 TRAFFIC SIGNAL SUPPORT STRUCTURES: DMA-100(1)-12-DMA-100(3)-12 306 STANDARD ASSEMBLY FOR TRAFFIC SIGNAL SUPPORT STRUCTURES: MA-C-12 307 TRAFFIC SIGNAL SUPPORT STRUCTURES MAST ARM POLE DETAILS: MA-D-12 308 TRAFFIC SIGNAL POLE FOUNDATION: TS-FD-12 309 STANDARD ASSEMBLY DRAWINGS FOR LUMINAIRE SUPPORT STRUCTURES: LUM-A-12 310 CLAMP ON FITTING ASSEMBLY FOR LUMINAIRE MAST ARM: CFA-12 311 CONTROLLER FOUNDATION DETAIL:SD/SCFD(HOUSTON DISTRICT) 312 LOOP DETECTOR DETAILS: LDD(HOUSTON DISTRICT) 313 SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED(APS) PEDESTRIAN SIGNALS:CD/PM(APS)PS(HOUSTON DISTRICT) 314 OVERHEAD STREET NAME SIGN MOUNTING DETAILS:OSNS/MD(HOUSTON DISTRICT) 315 VIVDS CAMERA MOUNTING DETAILS:VC/MD(HOUSTON DISTRICT) 316 PEDESTRIAN WALKWAY DETAILS:PWD(HOUSTON DISTRICT) 317 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS: SMD(GEN)-08 318 - 320 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS: SMD(SLIP-1)-08-SMD(SLIP-3)-08 321 - 323 TYPICAL SIGN REQUIREMENTS: TSR(3)-13-TSR(5)-13 Page 3 of 4 9 • CITY OF PEARLAND Project No.STP 1802(031)M M LIST OF DRAWINGS Hughes Ranch Road 324 - 327 SIGN MOUNTING DETAILS:SMD(2-1)-08-SMD(2-3)-08,SMD(TY G)-08 328 TYPICAL STANDARD PAVEMENT MARKINGS: PM(1)-12 329 POSITION GUIDANCE USING RAISED MARKERS: PM(2)-12 330 PAVEMENT MARKINGS FOR TWO-WAY LEFT TURN LANES: PM(3)-12 331 PAVEMENT MARKINGS(DOTTED EXTENSION DETAILS):PM(DOT)-11 332 MISCELLANEOUS STANDARD DETAILS(CITY OF PEARLAND) 333 TXDOT STORM WATER POLLUTION PREVENTION PLAN(SWP3) 334 - 339 SWP3 LAYOUT PHASE 1 340 - 345 SWP3 LAYOUT PHASE 2 346 SWP3 LAYOUT PHASE 2A 347 - 352 SWP3 LAYOUT PHASE 3 353 - 358 SWP3 LAYOUT PHASE 4 359 - 360 STORM WATER POLLUTION PREVENTION PLAN STANDARD DETAILS(CITY OF PEARLAND) • 361 ENVIRONMENTAL PERMITS,ISSUES AND COMMITMENTS(EPIC) 362 - 370 IRRIGATION PLAN 371 IRRIGATION DETAILS 372 - 379 PLANTING PLAN 380 - 381 PLANTING DETAILS 382 - 384 SOIL BORE HOLE LAYOUT 385 • - 411 SOIL BORE LOG DATA • Page 4 of 4 10 • CITY OF PEARLAND INVITATION TO BID ) Section 00100 INVITATION TO BID CITY OF PEARLAND,TEXAS LOWEST RESPONSIBLE BIDDER Sealed Electronic Bids will be accepted for the following project, in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https://pearland.ionwave.net/Login.aspx. All interested Bidders are required to register as a "supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration". Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services,New(Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) * Construction Services,Heavy(Includes Maintenance and Repair Services) * Construction Services,Trade(New Construction) For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions regarding electronic bidding should be directed to City Purchasing Officer at ebids@pearlandtx.aov. All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, City Hall Annex located at 3523 Liberty Drive, Pearland, Texas 77581. Electronic bids will be accepted until 2:00 p.m., Thursday September 13, 2018. All Bids shall reference the following project information in the appropriate locations in provided electronic format. All properly submitted bids shall be publicly "opened"and read aloud into the public record following the closing of the acceptance period for the construction of: Hughes Ranch Rd (CR 403),Limits: From Smith Ranch Road to Cullen Blvd City of Pearland,Texas COP PN: TR1201 BID NO.: 0418-33 A mandatory pre-bid conference will be held at the City of Pearland City Hall Annex at 3523 Liberty Drive,Pearland, Texas 77581 at 3:00 p.m. on August, 16,2018. The project will entail the reconstruction of Hughes Ranch Road from Smith Ranch Road to Cullen Boulevard, and will include going from a two-lane open ditch roadway to a four-lane roadway with curbs, medians,underground storm, illumination, installation of a sound barrier, and mixed- use walking paths on the north and south sides of Hughes Ranch Road. 7-2018 00100-1 of 4 11 CITY OF PEARLAND INVITATION TO BID Upon award of a contract, the successful Bidder will be required to utilize the City's web based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to,all transmittals and material submittals,RFI's,RFC's,Change Orders, Applications for Payment and all project communications with the City, its Construction Manager and Engineer. This system has certain hardware, internet access and operation requirements that form the basis for all project communications,documentation and records for the project.For more information, see INSTRUCTIONS TO BIDDERS, Section 00200. Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https://pearland.ionwave.net/Login.aspx upon registration. The documents are NOT viewable without registration. These same documents are also available at the following locations. Amtek Plan Room (713) 956-0100 4001 Sherwood Houston, TX 77092 The Associated General Contractors of America, Inc. (713) 334-7100 2400 Augusta, Suite 350 Houston, TX 77057 Virtual Builders Exchange (832) 613-0201 7035 W. Tidwell Building J, Suite 112 Houston, TX 77092 McGrawHill Construction—Dodge Reports 1-800-393-6343 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System.BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s). Bid Security and Bonds: Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall 7-2018 00100-2 of 4 12 CITY OF PEARLAND INVITATION TO BID be delivered to: Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive,Pearland, Texas 77581. The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent(100%)of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of"Treasury Department Circular No. 570", naming the City of Pearland,Texas as Obligee. Additionally,the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color,religion, sex, or national origin. The contractor, sub-recipient, or sub-contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carly out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this agreement, which may result in the termination of this agreement or such other remedy as the recipient deems appropriate. Nondiscrimination: The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations,Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal:The Disadvantaged Business Enterprise(DBE)goal for this project is 6.5%. The Small Business Enterprise (SBE) goal for this project is 0.0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Selection Criteria: The Contract is to be awarded on the basis of Lowest Responsible Bidder. In identifying this criteria the City will consider: 1) lowest total bid price for all work listed and specifically requested, including but not limited to: Base Bid, Extra Work items and selected Alternates. The City of Pearland reserves the right to award a contract based on any combination of the above considered to be in its best interests or to reject any or all bids. A bid that has been"opened"may not be changed for the purposes of correcting an error in the bid price. Young Lorfing, TRMC City Secretary, 7-2018 00100-3 of 4 13 CITY OF PEARLAND INVITATION TO BID City of Pearland First Publication date August 8,2018 Second Publication date August 15,2018 7-2018 00100-4 of 4 14 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT • Section 00110-T LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 1. APPLICABILITY Wherever the following terms are used in these specifications or other Contract documents,the intent and meaning will be interpreted as shown below. 2. ABBREVIATIONS AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ACPA American Concrete Pipe Association AI Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ALSC American Lumber Standard Committee,Inc. AMRL AASHTO Materials Reference Laboratory ANLA American Nursery and Landscape Association ANSI American National Standards Institute APA. The Engineered Wood Association API American Petroleum Institute APWA American Public Works Association AREMA American Railway Engineering and Maintenance-of-Way Association ASBI American Segmental Bridge Institute ASCE American Society of Civil Engineers ASLA American Society of Landscape Architects ASME American Society of Mechanical Engineers ASNT American Society for Nondestructive Testing ASTM American Society for Testing and Materials AWC American Wood Council AWG American Wire Gage AWPA American Wood Protection Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BMP Best Management Practices CFR Code of Federal Regulations CMP Corrugated Metal Pipe COE U.S.Army Corps of Engineers CRSI Concrete Reinforcing Steel Institute DBE Disadvantaged Business Enterprise DMS Departmental Material Specification EIA Electronic Industries Alliance EPA United States Environmental Protection Agency FHWA Federal Highway Administration,U.S.Department of Transportation FSS Federal Specifications and Standards(General Services Administration) GSA United States General Services Administration HUB Historically Underutilized Business 4-2018 00110-T 1 of 12 15 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IESNA Illuminating Engineering Society of North America IMSA International Municipal Signal Association ISO International Organization for Standardization ITS Intelligent Transportation System ITE Institute of Transportation Engineers LG Local Government LGPP Local Government Project Procedures LRFD Load and Resistance Factor Design MASH Manual for Assessing Safety Hardware MPL Material Producer List(TxDOT document) NCHRP National Cooperative Highway Research Program NCR Nonconformance Report(TxDOT form) NEC National Electrical Code(Published by NFPA) NEMA National Electrical Manufacturers Association NEPA National Environmental Policy Act NESC National Electrical Safety Code NFPA National Fire Protection Association NIST National Institute of Standards and Technology NRM Nonhazardous Recyclable Material NRMCA National Ready Mixed Concrete Association NSBA National Steel Bridge Alliance NTPEP National Transportation Product Evaluation Program OSHA Occupational Safety&Health Administration,U.S.Department of Labor PCA Portland Cement Association PCI Precast/Prestressed Concrete Institute PE Professional Engineer PPI Plastics Pipe Institute PS&F Plans,Specifications,and Estimates PSL Project-Specific Location PTI Post-Tension Institute QA Quality Assurance QC Quality Control RCP Reinforced Concrete Pipe RPLS Registered Public Land Surveyor RRC Railroad Commission of Texas SBE Small Business Enterprise SFPA Southern Forest Products Association SI International System of Units SPIE Southern Pine Inspection Bureau SSPC The Society for Protective Coatings TAC Texas Administrative Code TCEQ Texas Commission on Environmental Quality TDLR Texas Department of Licensing and Regulation TGC Texas Government Code TMUTCD Texas Manual on Uniform Traffic Control Devices TxDOT Texas Department of Transportation UL Underwriters Laboratory,Inc. USC United States Code WRI Wire Reinforcement Institute WWPA Western Wood Products Association 4-2018 00110-T 2 of 12 16 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3. DEFINITIONS 3.1. Abrasive Blasting.Spraying blasts of pressurized air combined with abrasive media. 3.2. Actual Cost.Contractor's actual cost to provide labor,material,equipment,and project overhead necessary for the work. 3.3. Addendum.Change in bid documents developed between advertising and bid submittal deadline. 3.4. Additive Alternate.A bid item contained in the bid documents that is not a regular item or a replacement alternate bid item.The additive alternate items include work that may be added to the base bid work. 3.5. Deductive Alternate. A bid item contained in the bid documents that is not a regular item or a replacement alternate bid item.The deductive alternate items include work that may be deducted from the base bid work. 3.6. Advertisement.The public announcement required by law inviting bids for work to be performed or materials to be furnished. 3.7. Affiliates.Two or more firms are affiliated if they share common officers,directors,or stockholders;a family member of an officer,director,or stockholder of one firm serves in a similar capacity in another of the firms;an individual who has an interest in,or controls a part of, one firm either directly or indirectly also has an interest in,or controls a part of,another of the firms;the firms are so closely connected or associated that one of the firms,either directly or indirectly,controls or has the power to control another firm;one firm controls or has the power to control another of the firms;or the firms are closely allied through an established course of dealings,including,but not limited to,the lending of financial assistance. 3.8. Air Blasting.Spraying blasts of pressurized air free of oil and moisture. 3.9. Air Temperature.The temperature measured in degrees Fahrenheit(°F)in the shade,not in the direct rays of the sun,and away from artificial heat. 3.10. Anticipated Profit.Profit for work not performed. 3.11. Apparent Low Bidder.The Bidder determined to have the numerically lowest total bid as a result of the tabulation of bids by the Owner. 3.12. Architect of Record.A person registered as an architect or licensed as a landscape architect,in accordance with State law,exercising overall responsibility for the design or a significant portion of the design and performs certain Contract administration responsibilities as described in the Contract;or a firm employed by the Owner to provide professional architectural services. 3.13. Arterial Highway.A highway used primarily for through traffic and usually on a continuous route. 3.14. Notice of Award.The Owner's acceptance of a Contractor's bid for a proposed Contract that authorizes the Owner to enter into a Contract. 3.15. Base Bid.The total bid amount without additive alternates. 4-2018 00110-T 3 of 12 17 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.16. Bid.The offer from the Bidder for performing the work described in the bid documents,submitted on the prescribed bid form,considering addenda issued and giving unit bid prices for performing the work described in the bid documents. 3.17. Bid Bond.The security executed by the Contractor and the Surety furnished to the Owner to guarantee payment of liquidated damages if the Contractor fails to enter into an awarded Contract. 3.18. Bid Documents.The complete set of documents necessary for a Bidder to submit a bid.The documents may include plans,specifications,special specifications,special provisions,addenda, and the prescribed form a Bidder is to submit as the Bid.Other terms used may include general conditions,project manual,instructions to bidders,and construction specifications. 3.19. Bid Error.A mathematical mistake made by a Bidder in the unit price entered into the bid documents. 3.20. Bid Form.The portion of the bid documents that a prospective Bidder must submit to the Owner for their bid to be considered. 3.21. Bidder.An individual,partnership,limited liability company,corporation,or joint venture submitting a bid for a proposed Contract. 3.22. Blast Cleaning.Using one of the blasting methods,including,but not limited to,water blasting, low-pressure water blasting,high-pressure water blasting,abrasive blasting,water-abrasive blasting,shot blasting,slurry blasting,water injected abrasive blasting,and brush blasting. 3.23. Bridge.A structure,including supports,erected over a depression or an obstruction(e.g.,water,a highway,or a railway)having a roadway or track for carrying traffic or other moving loads,and having an opening measured along the center of the roadway of more than 20 ft.between faces of abutments,spring lines of arches,or extreme ends of the openings for multiple box culverts. 3.24. Brush Blasting.Sweeping lightly with an abrasive blast to remove loose material. 3.25. Building Contract.A Contract entered under State law for the construction or maintenance of an Owner building or appurtenance facilities.Building Contracts are considered to be construction Contracts. 3.26. Certificate of Insurance.A form approved by the Owner covering insurance requirements stated in the Contract. 3.27. Change Order.Written order to the Contractor detailing changes to the specified work,item quantities or any other modification to the Contract. 3.28. Concrete Construction Joint.A joint formed by placing plastic concrete in direct contact with concrete that has attained its initial set. 3.29. Concrete Repair Manual.TxDOT manual specifying methods and procedures for concrete repair as an extension of the standard specifications. 3.30. ConcreteWorks©.TxDOT-owned software for concrete heat analysis.Software is available on the TxDOT's website. 3.31. Construction Contract.A Contract entered under State law for the construction,reconstruction, or maintenance of a segment of the Owner's transportation system. 4-2018 • 00110-T 4 of 12 18 CITY OF PEARLAIVD LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.32. Consultant.The licensed professional engineer or engineering firm,or the architect or architectural firm,registered in the State of Texas and under Contract to the Owner to perform professional services.The consultant may be the Engineer or architect of record or may provide services through and be subcontracted to the Engineer or architect of record. 3.33. Contract.The agreement between the Owner and the Contractor establishing the obligations of the parties for furnishing of materials and performance of the work prescribed in the Contract documents. 3.34. Contract Documents.Elements of the Contract,including,but not limited to,the plans, specifications incorporated by reference,special provisions,special specifications,Contract bonds, change orders,addendums,and supplemental agreements. 3.35. Contract Time.The number of days specified for completion of the work,including authorized additional working days. 3.36. Contractor.The individual,partnership,limited liability company,corporation,or joint venture and all principals and representatives with which the Contract is made by the Owner. 3.37. Controlled Access Highway.Any highway to or from which access is denied or controlled,in whole or in part,from or to abutting land or intersecting streets,roads,highways,alleys,or other public or private ways. 3.38. Control of Access.The condition in which the right to access of owners or occupants of abutting land or other persons in connection with a highway is fully or partially controlled by public authority. 3.39. Control Point.An established point shown on the plans to provide vertical and horizontal references for geometric control for construction. 3.40. Cross-Sections.Graphic representations of the original ground and the proposed facility,at right angles to the centerline or base line. 3.41. Culvert.Any buried structure providing an opening under a roadway for drainage or other purposes.Culverts may also be classified as bridges.(See Section 1.3.23.,"Bridge.") 3.42. Cycle.The activity necessary for performing the specified work within the right of way project limits once. 3.43. Daily Road-User Cost.Damages based on the estimated daily cost of inconvenience to the traveling public resulting,from the work. 3.44. Date of Written Authorization.Date of the written Notice to Proceed authorizing the Contractor to begin work. 3.45. Debar(Debarment).Action taken by the Owner,State,or federal government pursuant to regulation that prohibits a person or company from entering into a Contract,or from participating as a subcontractor,or supplier of materials or equipment used in a highway improvement Contract as defined in local,state,or federal law. 3.46. Detour.A temporary traffic route around a closed portion of a road. 4-2018 00110-T 5 of 12 19 • CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.47. Department.When used in the context of the party with whom the Contractor has a Construction Contract,Department refers to Owner.When used in other contexts such as technical specifications,refers to the Texas Department of Transportation. 3.48. Departmental Material Specifications.Reference specifications for various materials published by TxDOT's Construction Division with a DMS-XXXXX numbering system. 3.49. Direct Traffic Culvert.Concrete box culvert whose top slab is used as the final riding surface or is to have an overlay or other riding surface treatment. 3.50. Disadvantaged Business Enterprise.A small business certified through the Texas Unified Certification Program in accordance with 49 CFR Part 26,that is at least 51%owned by one or more socially and economically disadvantaged individuals,or in the case of a publicly owned business,in which is at least 51%of the stock is owned by one or more socially and economically disadvantaged individuals,and whose management and daily business operations are controlled by one or more of the individuals who own it. 3.51. Divided Highway.A highway with separate roadways intended to move traffic in opposite directions. 3.52. Easement.A real property right acquired by one party to use land belonging to another party for a specified purpose. 3.53. Engineer.The Professional Engineer licensed in Texas who represents the interests of the Owner. 3.54. Entity.Political subdivision for which the project is designed and constructed.Either a Municipality(City)or a County or other entity organized under the authority of State of Texas statutes.May also be referred to as an Owner. 3.55. Expressway.A divided arterial highway for through traffic with full or partial control of access and generally with grade separations at intersections. 3.56. Family Member.A family member of an individual is the individual's parent,parent's spouse, step-parent,step-parent's spouse,sibling,sibling's spouse,spouse,child,child's spouse,spouse's child,spouse's child's spouse,grandchild,grandparent,uncle,uncle's spouse,aunt,aunt's spouse, first cousin,or first cousin's spouse. 3.57. Force Account.Payment for directed work based on the actual cost of labor,equipment,and materials furnished with markups for project overhead and profit. 3.58. Freeway.An expressway with full control of access. 3.59. Frontage Road.A local street or road auxiliary to and located along an arterial highway for service to abutting property and adjacent areas and for control of access(sometimes known as a service road,access road,or insulator road). 3.60. Hazardous Materials or Waste.Hazardous materials or waste include,but are not limited to, explosives,compressed gas,flammable liquids,flammable solids,combustible liquids,oxidizers, poisons,radioactive materials,corrosives,etiologic agents,and other material classified as hazardous by 40 CFR 261,or applicable state and federal regulations. 3.61. High-Pressure Water Blasting.Water blasting with pressures between 5,000 and 10,000 psi. 4-2018 00110-T 6 of 12 20 CITY OF PEARLAIVD LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.62. Highway,Street,or Road.General terms denoting a public way for purposes of vehicular travel, including the entire area within the right of way.Recommended usage in urban areas is highway or street;in rural areas,highway or road. 3.63. Historically Underutilized Business.A corporation,sole proprietorship,partnership,or joint venture formed for the purpose of making a profit certified by the Texas Comptroller of Public Accounts,and 51%owned by one or more persons who are economically disadvantaged because of their identification as members of certain groups,including African Americans,Hispanic Americans,Asian-Pacific Americans,Native Americans,or women,and have a proportionate interest and demonstrate active participation in the control,operation,and management of the business' affairs.Individuals meeting the HUB definition are required to be residents of the State of Texas.Businesses that do not have their primary headquarters in the State of Texas are not eligible for HUB certification. 3.64. Incentive/Disincentive Provisions.An adjustment to the Contract price of a predetermined amount for each day the work is completed ahead of or behind the specified milestone,phase,or Contract completion dates.The amount of the incentive/disincentive is determined based on estimated costs for engineering,traffic control,delays to the motorists,and other items involved in the Contract. 3.65. Independent Assurance Tests.Tests used to evaluate the sampling and testing techniques and equipment used in the acceptance program.The tests are performed by the Owner or the Owner's representative and are not used for acceptance purposes. 3.66. Inspector.The person assigned by the Owner to inspect any or all parts of the work and the materials used for compliance with the Contract. 3.67. Intelligent Transportation System.An integrated system that uses video and other electronic detection devices to monitor traffic flows. 3.68. Intersection.The general area where 2 or more highways,streets,or roads join or cross,including the roadway and roadside facilities for traffic movements within it. 3.69. Island.An area within a roadway from which vehicular traffic is intended to be excluded,together with any area at the approach occupied by protective deflecting or warning devices. 3.70. Joint Venture.Any combination of individuals,partnerships,limited liability companies,or _ corporations submitting a single bid form. 3.71. Lane Rental.A method to assess the Contractor daily or hourly rental fees for each lane, shoulder,or combination of lanes and shoulders taken out of service. 3.72. Letting.The receipt,opening,tabulation,and determination of the apparent low Bidder. 3.73. Licensed Professional Engineer.A person who has been duly licensed by the Texas Board of Professional Engineers to engage in the practice of engineering in the State of Texas;also referred to as a Professional Engineer. 3.74. Limits of Construction.An area with established boundaries,identified within the highway right of way and easements,where the Contractor is permitted to perform the work. 3.75. Local Street or Road.A street or road primarily for access to residence,business,or other abutting property. 4-2018 00110-T 7 of 12 21 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.76. Low-Pressure Water Blasting.Water blasting with pressures between 3,000 and 5,000 psi. 3.77. Major Item.An item of work included in the Contract that has a total cost equal to or greater than 5%of the original Contract or$100,000 whichever is less.A major item at the time of bid will remain a major item.An item not originally a major item does not become one through the course of the Contract. 3.78. Material Producer List.TxDOT-maintained list of approved products.Referenced as "Department's MPL". 3.79. Materially Unbalanced Bid.A bid that generates a reasonable doubt that award to the Bidder submitting a mathematically unbalanced bid will result in the lowest ultimate cost to the Owner. 3.80. Mathematically Unbalanced Bid.A bid containing bid prices that do not reflect reasonable actual costs plus a reasonable proportionate share of the Bidder's anticipated profit,overhead costs,and other indirect costs. 3.81. Median.The portion of a divided highway separating the traffic lanes in opposite directions. 3.82. Milestone Date.The date that a specific portion of the work is to be completed,before the completion date for all work under the Contract. 3.83. Monolithic Concrete Placement.The placement of plastic concrete in such manner and sequence to prevent a construction joint. 3.84. National Holidays.January 1,the last Monday in May,July 4,the first Monday in September,the fourth Thursday in November,and December 24 or December 25. 3.85. Nonhazardous Recyclable Material.A material recovered or diverted from the nonhazardous waste stream for the purposes of reuse or recycling in the manufacture of products that may otherwise be produced using raw or virgin materials. • 3.86. Nonresident Bidder.A Bidder whose principal place of business is not in Texas.This includes a Bidder whose ultimate parent company or majority owner does not have its principal place of business in Texas. 3.87. Nonresponsive Bid.A bid that does not meet the criteria for acceptance contained in the bid documents. 3.88. Non-Site-Specific Contracts.Contracts in which a geographic region is specified for the work and for which work orders,with or without plans,further detail the limits and work to be performed. 3.89. Notice to Proceed,Written notification to the Contractor authorizing work to begin. 3.90. Notification.Either written or oral instruction to the Contractor concerning the work.Voice mail is oral notification. 3.91. Owner,Political subdivision for whom the project is designed and constructed.Either a Municipality(City),a County or other entity organized under the authority of State of Texas statutes.May also be referred to as an Entity. 3.92. Pavement.That part of the roadway having a constructed surface for the use of vehicular traffic. 4-2018 00110-T 8 of 12 22 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.93. Pavement Structure.Combination of surface course and base course placed on a subgrade to support the traffic load and distribute it to the roadbed. 3.93.1. Surface Course.Pavement structure layers designed to accommodate the traffic load.The top layer resists skidding,traffic abrasion,and the disintegrating effects of climate and is sometimes called the wearing course. 3.93.2. Base Course.One or more layers of specified material thickness placed on a subgrade to support a surface course. 3.93.3. Subgrade.The top surface of a roadbed upon which the pavement structure,shoulders,and curbs are constructed. 3.93.4. Subgrade Treatment.Modifying or stabilizing material in the subgrade. 3.94. Payment Bond.The security executed by the Contractor and the Surety,furnished to the Owner to guarantee payment of all legal debts of the Contractor pertaining to the Contract. 3.95. Performance Bond.The security executed by the Contractor and the Surety,furnished to the Owner to guarantee the completion of the work in accordance with the terms of the Contract. 3.96. Plans.The approved drawings,including true reproductions of the drawings that show the location,character,dimensions,and details of the work and are a part of the Contract. 3.97. Power of Attorney for Surety Bonds.An instrument under corporate seal appointing an attorney-in-fact to act on behalf of a Surety in signing bonds. 3.98. Qualification.The process for determining a Contractor's eligibility to be awarded a construction contract 3.99. Qualification.The process for determining a Contractor's eligibility to bid work. 3.100. Qualification Statement.The forms on which required information is furnished concerning the Contractor's ability to perform and fmance the work. 3.101. Prequalified Contractor. A contractor that is approved to bid on TxDOT contracts by satisfying their Prequalification Process. 3.102. Post Qualfication.The owner will determine if contractors are qualified to bid on the project after bids are open. The bid documents will identify the minimum requirements that contractor must meet to be qualified for the project.Unqualified contractors' bids will be considered non- responsive and not accepted. 3.103. Project-Specific Location.A material source,plant,waste site,parking area,storage area,field office,staging area,haul road,or other similar location either outside the project limits or within the project limits but not specifically addressed in the Contract. 3.104. Proposal Guaranty.The security furnished by the Bidder as a guarantee that the Bidder will enter into a Contract if awarded the work. 3.105. Purchasing Officer.The Owner representative empowered by the Owner to officially receive bids and close the receipt of bids at a letting. 4-2018 00110-T 9 of 12 23 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.106. Quality Assurance.Sampling,testing,inspection,and other activities conducted by the Engineer- to determine payment and make acceptance decisions. 3.107. Quality Control.Sampling,testing,and other process control activities conducted by the Contractor to monitor production and placement operations. 3.108. Ramp.A section of highway for the primary purpose of making connections with other highways. 3.109. Referee Tests.Tests requested to resolve differences between Contractor and Owner test results. The referee laboratory is the Owners. 3.110. Regular Item.A bid item contained in the bid documents and not designated as an additive alternate or replacement alternate bid item. 3.111. Rental Rate Blue Book for Construction Equipment.Publication containing equipment rental rates. 3.112. Replacement Alternate.A bid item identified on the bid documents that a Bidder may substitute for a specific regular item of work. 3.113. Responsive Bid.A bid that meets all requirements of the advertisement and the bid documents for acceptance. 3.114. Right of Way.A general term denoting land or property devoted to transportation purposes. 3.115. Roadbed.The graded portion of a highway prepared as foundation for the pavement structure and shoulders.On divided highways,the depressed median type and the raised median type highways are considered to have 2 roadbeds.Highways with a flush median are considered to have 1 roadbed.Frontage roads are considered separate roadbeds. 3.116. Road Master.A railroad maintenance official in charge of a division of railway. 3.117. Roadside.The areas between the outside edges of the shoulders and the right of way boundaries. Unpaved median areas between inside shoulders of divided highways and areas within interchanges are included. 3.118. Roadway.The portion of the highway(including shoulders)used by the traveling public. 3.119. Sandblasting,Dry.Spraying blasts of pressurized air combined with sand. 3.120. Sandblasting,Wet.Spraying blasts of pressurized water combined with sand. 3.121. Shoulder.That portion of the roadway contiguous with the traffic lanes for accommodation of stopped vehicles for emergency use or for lateral support of base and surface courses. 3.122. Shot Blasting. Spraying blasts of pressurized air combined with metal shot. 3.123. Sidewalk.Portion of the right of way constructed exclusively for pedestrian use. 3.124. Slurry Blasting. Spraying blasts of pressurized air combined with a mixture of water and abrasive media. 3.125. Special Provisions.Additions or revisions to these standard specifications or special specifications. 4-2018 00110-1 10 of 12 24 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.126. Special Specifications. Supplemental specifications applicable to the Contract not covered by these standard specifications. 3.127. Specifications.Directives or requirements issued or made pertaining to the method and manner of performing the work or to quantities and qualities of materials to be furnished under the Contract. References to DMSs,ASTM or AASHTO specifications,or TxDOT bulletins and manuals,imply the latest standard or tentative standard in effect on the date of the bid.The Owner will consider incorporation of subsequent changes to these documents in accordance with Item 4L,"Scope of Work." 3.128. Small Business Enterprise.A firm(including affiliates)whose annual gross receipts do not exceed the U.S.Small Business Administration's size standards for 4 consecutive years. 3.129. State.The State of Texas. 3.130. State Holiday.A holiday authorized by the State Legislature excluding optional state holidays and not listed in Section 1.3.85.,"National Holidays."A list of state holidays can be found on the TxDOT's website. 3.131. Station.A unit of measurement consisting of 100 horizontal feet. 3.132. Subcontract.The agreement between the Contractor and subcontractor establishing the obligations of the parties for furnishing of materials and performance of the work prescribed in the Contract documents. 3.133. Subcontractor.An individual,partnership,limited liability company,corporation,or any combination thereof that the Contractor sublets,or proposes to sublet,any portion of a Contract, excluding a material supplier,a hauling firm hauling only from a commercial source to the project, truck owner-operator,wholly-owned subsidiary,or specialty-type businesses such as security companies and rental companies. 3.134. Subsidiary.Materials,labor,or other elements that because of their nature or quantity have not been identified as a separate item and are included within the items on which they necessarily depend. 3.135. Substructure.The part of the structure below the bridge seats,but not including bearings,drilled shafts,or piling.Parapets,back walls,wing walls of the abutments,and drainage structures are considered parts of the substructure. 3.136. Superintendent.The representative of the Contractor who is available at all times and able to receive instructions from the Owner or authorized Owner representatives and to act for the Contractor. 3.137. Superstructure.The part of the structure above the bridge seats or above the springing lines of arches and including the bearings.Flatwork construction may be considered superstructure. 3.138. Supplemental Agreement.Written agreement entered into between the Contractor and the Owner and approved by the Surety,covering alterations and changes in the Contract.A supplemental agreement is used by the Owner whenever the modifications include assignment of the Contract from one party to another or other cases as desired by the Owner. 3.139. Surety.The corporate body or bodies authorized to do business in Texas bound with and for the Contractor for the faithful performance of the work covered by the Contract and for the payment for all labor and material supplied in the prosecution of the work. 4-2018 00110-T 11 of 12 25 CITY OF PEARLAND LGPP ABBREVIATIONS AND DEFINITIONS SUPPLEMENT 3.140. Surplus Materials.Any debris or material related to the Contract but not incorporated into the work. 3.141. Suspension.Action taken by the Owner,State,or federal government pursuant to regulation that prohibits a person or company from entering into a Contract,or from participating as a subcontractor,or supplier of materials or equipment used in a contract 3.142. Tex—XXX-X. TxDOT material test methods found on TxDOT's Construction Division Web Site. 3.143. Traffic Lane.The strip of roadway intended to accommodate the forward movement of a single line of vehicles. 3.144. Traveled Way.The portion of the roadway for the movement of vehicles,exclusive of shoulders and auxiliary lanes. 3.145. Truck Owner-Operator.An individual who owns and operates 1 truck for hire. 3.146. UT-Bridge.TxDOT-owned software for steel girder erection.Software is available on TxDOT's website. 3.147. UT-Lift.TxDOT-owned software for steel girder erection.Software is available on TxDOT's website. 3.148. Utility.Privately,publicly,or cooperatively owned lines,facilities,and systems for producing, transmitting,or distributing communications,power,heat,gas,oil,water,waste,or storm water that are not connected with the highway drainage,signal systems,or other products that directly or indirectly serve the public;the utility company. 3.149. Verification Tests.Tests used to verify accuracy of QC and QA and mixture design testing. 3.150. Water-Abrasive Blasting.Spraying blasts of pressurized water combined with abrasive media. 3.151. Water Blasting.Spraying blasts of pressurized water of at least 3,000 psi. 3.152. Water-Injected Abrasive Blasting.Abrasive blasting with water injected into the abrasive/air stream at the nozzle. 3.153. Wholly-Owned Subsidiary.A legal entity owned entirely by the Contractor or subcontractor. 3.154. Work.The furnishing of all labor,materials,equipment,and other incidentals necessary for the successful completion of the Contract. 3.155. Written Notice.Written notice is considered to have been duly given if delivered in person to the individual or member to whom it is intended or if sent by regular,registered,or certified mail and delivered to the last known business address;sent by facsimile to the last known phone number;or sent by e-mail to the last known address.The date of the letter will serve as the beginning day of notice.Unclaimed mail or failure to provide current mailing address will not be considered a failure to provide written notice. 4-2018 00110-T 12 of 12 26 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Section 00200 INSTRUCTIONS TO BIDDERS (LGPP) 1. Defined Terms 1.1 The term "Owner" hereinafter is defined as the City of Pearland and is used interchangeably with the term "the City". Both terms are synonymous and refer to the City of Pearland and may be used inter-changeably. 1.2 The term "Bidder"means one who submits a Bid Proposal directly to Owner, as distinct from a sub-bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the Lowest Responsible Bidder to whom the Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bid Documents" includes the Invitation to Bidders,Instructions to Bidders,the Bid Proposal,and the proposed Contract Documents(plans and specifications including all Addenda issued prior to bid opening). 1.3 The term "E-bid System"refers to the City's electronic bidding system. This is a web- based system (Ion Wave) that provides all Bid Documents electronically to interested parties (potential Bidders and forms the pathway for Bidders to submit bids in response to The Invitation to Bid. The term "e-bid" and/ or "electronic bid" means the Bidders' electronic response submitted on the electronic Bid Proposal with all required attachments to the Owner by way of the E-bid System. The terms "electronic bid" or "e-bid" are used inter-changeably to describe the above bid submittal process to submit a bid to the City in response to an Invitation to Bidders. 1.4 The term "Pro-Trak" means the City's web-based contract administration and construction records management software used by the contracting parties to administer the project. This system serves as the web accessed centralized project information hub for communications and document management, pay application processing and record retention for all project documentation. Operational,instructions for accessing this system will be issued to the successful Bidder at the pre-Construction Meeting. 1.5 All other definitions set out in the Contract Documents are applicable to terms used in the Bidding Documents. 1.6 Unless otherwise expressly provided herein, all references to "day(s)" shall mean consecutive calendar day(s). 1.7 The term"Alternate(s)"or"Add Alternate(s)"as used here inter-changeably are defined as an additive work item that may be selected or rejected by the Owner based on the Owner's sole acceptance or rejection of the price proposed for this item. Alternate bid prices shall include all labor,material, equipment and overhead costs to perform the work as specified, complete in place. When selected by the Owner, the costs for an Alternate work item shall be added to the Base Bid price and made a part of the Contract price. 2. Registration for E-bid System 2.1 The Owner's E-bid System is accessible via the City's web site at https://pearland.ionwave.net/Login.aspx. Bid documents can be viewed by simply selecting a specific project from the BID OPPORTUNITIES list and clicking on that project AFTER registration as a Supplier. Interested Bidders MUST REGISTER as a "Supplier" by clicking on the Supplier Registration button 04-2018 00200- 1 of 9 27 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS and completing the registration form. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services,New(Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) * Construction Services,Heavy(Includes Maintenance and Repair Services) * Construction Services,Trade (New Construction) Select the appropriate Time Zone for the Bidder's location and whether that location observes Daylight Savings time. Complete the registration information providing all required contact information and establish password security for the E-bid System. Once complete, "suppliers" will receive emails notifying of future bid opportunities. Downloading any project bid data will automatically place the bidder's contact information on the list of plan holders and the E-bid System will automatically send any and all updates, addenda,changes or additional information associated with that project. 2.2 The electronic Bid Proposal can only be submitted through this system. The form can be printed for Bidder's use, but the Bid Proposal MUST be submitted on the electronic form within the E-bid System. 2.3 Questions regarding use of the E-bid System may be directed by email to: ebids@pearlandtx.gov. 3. Copies of Bidding Documents 3.1 Complete sets of "electronic" Bidding Documents are available for download to registered Bidders at No Cost from the City's E-bid System at: https://pearland.ionwave.net/Login.aspx.Interested Bidders must register as a"Supplier"on this site in order to receive the Bid Documents, and all Addenda or other notifications of changes, including communications from the Owner or Engineer. All Bid Documents are available to download and print. 3.2 The Bidder accepts sole responsibility for ensuring that he obtains a full set of these documents by completing the registration and executing a full and complete download of the project documents. Downloading of Bid Documents automatically ensures receipt of any and all subsequent communications,addenda or additional information from the City or its Engineer. 3.2 Copies of Bidding Documents are available or maybe viewed at any of the Plan Houses listed in the Invitation to Bidders. It is recommended that all interested Bidders,whether bidding directly to the Owner or Sub-bidders/Vendors providing pricing to a Bidder, register as a Supplier and download all of the project Bid Documents. 3.3 Complete sets of Bidding Documents must be used in preparing Bid Proposals; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents including,but not limited to all Addenda issued prior to bid. 3.4 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bid Proposals on the Work, and do not confer a license or grant for any other use. 04.201$ 00200-2 of 9 28 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 4. Qualifications of Bidders 4.1 In determining to whom to award a contract, the City of Pearland may consider, in addition to the other selection criteria identified in section 16 of these Instructions to Bidders, the following Qualifications of Bidder, and each Bidder must be prepared to submit within two (2)days of Owner's request any or all of such Qualifications requested. Failure to provide this information within the specified time frame may be cause for rejection of the Bid.: 1) A brief narrative of previous experience of the Bidder with projects of a similar nature and scope; specifically including a list of 5 representative projects completed by the Bidder of a similar nature and scope to the work covered by this proposed Contract. The references for the projects provided must include the cost of the project, Owner's name,Engineer or prime contact and telephone number; 2) A list, including owner name and project location, of on-going projects and contracts for construction of projects of the Bidder which are not yet substantially complete including total contract value and current percent complete by payment; 3) A list of proposed subcontractors and suppliers for the project being bid and the total value of work awarded to subcontractors as shown on the Subcontractors List Bid Form; 4)A list of names, address and telephone number of references for other projects completed by Bidder; and 5)A Financial Statement of Bidder,consisting of the balance sheet and annual income statement of Bidder for the Bidder's last fiscal year end preceding the submission of the Bid Proposal, which has been audited or examined by an independent certified public accountant. The Financial Statement of Bidder shall be used to determine a Bidder's net working capital, which is defined as current assets less current liabilities. A Bidder's net working capital shall be considered evidence of the Bidder's ability to provide sufficient financial management of the project being bid. The Bidder's Financial Statement shall be clearly and conspicuously marked as "confidential", and shall be deemed and treated as confidential and excepted from the Public Information disclosure requirements of Texas Government Code Section 552.001 et seq., as such information, if released, would give advantage to a competitor or bidder, and/or would cause substantial competitive harm to Bidder. 5. Examination of Contract Documents and Site 5.1 It is the responsibility of each Bidder before submitting a Bid Proposal, to (a) examine the Bidding Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost,progress,performance or furnishing of the Work, (c)consider federal, state and local laws and regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors, omissions or discrepancies in the Contract Documents,(f)to recognize and plan for use of the City's"Pro-Trak"software to administer the construction process and perform the work of the project. 5.2 Any reports of explorations and tests of conditions at the site which have been utilized by the Engineer in preparation of the Contract Documents will be made available to Bidders for review,but such reports are not part of the Contract Documents. Bidder may not and should not rely upon the accuracy of the data contained in such reports, interpretations or opinions contained therein, or the completeness thereof, for the purposes of bidding or construction. 04-2018 00200-3 of 9 29 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 5.3 Information and data reflected in the Contract Documents with respect to underground utilities, equipment or other underground facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof. 5.4 Before submitting a Bid Proposal, each Bidder will, at Bidder's own expense, make or obtain any additional examinations,investigations,explorations,tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid Proposal prices for performing and furnishing the Work in accordance with the Contract Time, Contract Price and other terms and conditions of the Contract Documents. 5.5 On request in advance, Owner will provide each prospective Bidder access to the site to conduct such explorations and tests as each prospective Bidder deems necessary for submission of a Bid Proposal. Prospective Bidders shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. 5.6 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands, access thereto or contractual arrangements for use by the Contractor required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5.7 The submission of a Bid Proposal will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4,that without exception the Bid Proposal is premised upon performing and furnishing all of the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in, required by or reasonably inferred from the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6. Interpretations and Addenda 6.1 All questions about the meaning or intent of the Contract Documents are to be directed to Engineer. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered or transmitted by electronic means to all registered Bidders in the City's E-bid System. Questions received less than five (5) days prior to the date for opening of Bid Proposals may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. Addenda will automatically be made available to all registered Bidders that have downloaded Bid Documents from the City's E-bid System. 04-2018 00200-4 or9 30 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 7. Bid Security 7.1 Each Bid Proposal must be accompanied by bid security made payable to Owner in an amount of five percent (5%) of the Bidder's maximum Bid Proposal price, in the form of a certified check, cashier's check or a Bid Bond("Bid Security"). 7.2 Bidders submitting bids through the E-bid System shall scan and up-load a copy of their Bid Security(sealed Bid Bond,Certified Check or Cashier's Check)as an attachment to their electronic bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall be delivered to: Office of City Purchasing, City Hall Annex, 3523 Liberty Drive,Pearland, Texas 77581. 7.3 The Bid Security of the Successful Bidder will be retained until such time as Bidder has executed the Standard Form of Agreement,and furnished the required Performance and Payment Bonds, whereupon the Bid Security of both bidders will be returned. If the Successful Bidder fails to execute and deliver the Standard Form of Agreement and furnish the required performance and payment bonds within ten (10) days after the Notice of Award, Owner may annul the Notice of Award and shall be entitled to make a claim against the Bid Security. The Bid Security of other Bidders will be retained until the Contract is awarded and the Standard Form of Agreement becomes effective, or all bids are rejected, whereupon Bid Security furnished by all such Bidders will be returned. 8. Contract Time 8.1 The number of days in which the Work is to be Substantially Completed, as set forth in the Bid Proposal form and the Standard Form of Agreement, subject to such extension of time as may be due under the terms and conditions of the Contract Documents ("Contract Time"). All references to "time" or"days" shall be interpreted as consecutive calendar days. 9. Liquidated Damages and Early Completion Bonus 9.1 Provisions for liquidated damages and early completion bonus, if any, are set forth in the Standard Form of Agreement. 10 Substitute or "Or-Equal" Items 10.1 The Contract, if awarded, will be on the basis of the specified materials and equipment described in the Plans and Specifications without consideration of possible substitute or "or- equal" items unless otherwise stated. Whenever it is indicated in the Plans or specified in the Specifications that a substitute or "or-equal" item of material or equipment may be furnished or used by the Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Agreement becomes effective. All "or-equal" references shall be interpreted to mean "or Owner approved equal". Any substitution made by the Bidder upon which the bid is based shall be at the Bidder's sole risk. The procedure for submission of any such application by Contractor and consideration by Engineer is set forth in the Contract Documents. 04-2018 00200-5 of 9 31 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 11. Bid Form 11.1 The Bid Proposal form (Section 00300 — Bid Proposal) is included with the Bidding Documents when downloaded. This Document must be printed and signed, as required below, and then uploaded as an Attachment to the Bid. All E-bids must be submitted on the City's official E-bid System Bid Proposal document. All blanks on the Bid Proposal form must be completed or filled in. The Bidder shall bid all Alternates, if any. Incomplete Bid Proposals may be cause for rejection. 11.2 Bid Proposals by corporations must be executed in the corporate name by the president or a vice-president(or other corporate officer accompanied be evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.3 Bid Proposals by partnerships must be executed in the partnership name and signed by a general partner,whose title must appear under the signature, and if a corporate general partner, executed as required above for corporations and the official address of the partnership must be shown below the signature. All names must be typed or printed below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.4 The Bidder shall acknowledge receipt of all Addenda (the number of which must be filled in on the Bid Proposal form). Failure to do so could be cause for rejection of the Bid. 11.6 The address and telephone number for communications regarding the Bid Proposal must be shown on the Bid Proposal form. 12. Submission of Bid Proposals 12.1 The place, date and/or time designated for opening Bid Proposals may be changed in accordance with applicable laws, codes and ordinances. Any such changes to the Bid Schedule shall be made by Addenda. 12.2 Electronic Bids shall be submitted per the requirements, instructions, terms and conditions as stated in the registration and submittal instructions of the City's E-bid System electronic bidding software. All Bidders utilizing this system MUST register as a potential supplier, (Bidder). E-Bids are submitted directly via the City's Web based system located at https://p earland.ionwave.net/Login.aspx. Bid Proposals submitted after the bid date and time will be rejected. 13. Modification and Withdrawal of Bid Proposals 13.1 Prior to submission, E-bid Bid Proposals may be modified or withdrawn without prejudice. 13.2 Once submitted, Bid Proposals may only be modified by an appropriate document duly executed (in the manner that a Bid Proposal must be executed) and delivered to Office of City Purchasing, City Hall Annex, 3523 Liberty Drive, Pearland, Texas 77581 and submitted any time prior to the opening of Bid Proposals. 04-2018 00200-6 of 9 32 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 13.3 A Bidder may not modify or withdraw its Bid Proposal by facsimile or verbal means. A withdrawn Bid Proposal may be resubmitted prior to the designated time for opening Bid Proposals. No bid may be withdrawn or terminated for a period of ninety(90) days subsequent to the bid opening date without the consent of the City of Pearland. 13.4 If,within twenty-four(24)hours after Bid Proposals are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material mistake in the preparation of its Bid Proposal, that Bidder may request to withdraw its Bid Proposal and the bid security may be returned or, at the discretion of the Owner, Owner may make a claim against the bid security. Thereafter,that Bidder will be disqualified from further bidding on the Project to be provided under the Contract Documents. 13.5 Bid securities for unsuccessful Bidders will be returned to bidders once a successful Bidder has be identified and notified of the Owner's intent to award a contract. 14. Opening of Bid Proposals 14.1 Bid Proposals will be opened and(unless obviously non-responsive)read aloud publicly. An abstract of the amounts of the base Bid Proposals and major alternates (if any)will be made available to Bidders after the opening of Bid Proposals through E-Bid. Bid Proposals, in their entirety, shall be open for public inspection after the contract is awarded, with the exception of any trade secrets or confidential information contained therein, provided Bidder has expressly identified any specific information contained therein as being trade secrets or confidential information. 15. Bid Proposals to Remain Subject to Acceptance 15.1 All Bid Proposals will remain subject to acceptance for ninety(90) days after the day of the Bid Proposal opening, but Owner may, in its sole discretion, release any Bid Proposal and return the bid security prior to that date. 16. Award of Contract 16.1 Owner reserves the right to reject any and all Bid Proposals, to waive any and all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. Owner may reject a bid as non-responsive if: 1) Bidder fails to provide required Bid Security; 2) Bidder improperly or illegibly completes or fails to complete all information required by the Bidding Documents; 3)Bidder fails to sign the Bid Proposal or improperly signs the Bid Proposal; 4) Bidder qualifies its Bid Proposal; 5) Bidder tardily or otherwise improperly submits its Bid Proposal; 6) Bidder fails to submit the Qualifications of Bidder as required under section 4 of these Instructions to Bidders; or 7) Bid Proposal is otherwise non-responsive. Contracts are awarded on the basis of the Lowest Responsible Bidder. 16.2 The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of bidder, if requested to do so. As required by the Instructions to Bidders and as a condition of Bid acceptability,the Contractor hereby agrees: 04-2018 00200-7 of 9 33 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 1. That the Prime Contractor, the entity named herein as the Bidder, will perform thirty percent (30%) or more of the work of the Contract and that this will be reflected in monthly pay application; 2. That the City, as Owner and Contract Administrator, retains the right to review and approved Contractor's and all Subcontractor's DBE Certifications and to reject and Bid or Subcontractor failing to meet these requirements; and 3. That the City, as Owner and Contract Administrator, retains the right to review and approve the Contractor's and all Subcontractors' qualifications to perform the Work of the Contract and to reject any Subcontractor not meeting the City's standards, as outlined in the General Conditions, or TxDOT's and FHWA qualifications for performing the Work. 16.3 Lowest Responsible and Responsive Bidder. In determining Lowest Responsible and Responsive Bidder, Owner will consider: Lowest Total Bid price for all work including Base Bid, Extra Work, Add Alternates and Cash Allowances, if any, and any other cost criteria. Additional evaluation criteria may include:the Qualifications of the Bidders,whether or not the Bid Proposals comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Proposal form or prior to the Notice of Award. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. A contract to be awarded to the Lowest Responsible Bidder may be let on either a lump sum basis or a unit cost basis dependent on the Bid Proposal format. Acceptance of any and all bids may be conditioned on compliance with the requirement for attendance of the mandatory pre-bid meeting. • 16.4 In either case, Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid Proposal and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents, to Owner's satisfaction,within the Contract Time. 16.5 Each Bidder agrees to waive any claim it has or may have against the Owner, the Professional/Engineer, and their respective employees, arising out of or in connection with the administration, evaluation, or recommendation of any bid. 17. Contract Security 17.1 When the Successful Bidder delivers the executed Standard Form of Agreement to. Owner, it must be accompanied by the Performance, Payment, Maintenance and Surface Correction Bonds required by the Contract Documents. Bonds may be on the forms provided herein or an equal form containing no substantive changes, as determined by Owner. 18. Signing of Agreement 18.1 When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Standard Form of Agreement, and the required Performance and Payment Bond forms. Within ten (10) days thereafter Contractor 04-2018 00200-8 of 9 34 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS shall sign and deliver the required number of counterparts of the Standard Form of Agreement to Owner with the required Bonds. Within ten (10) days thereafter, Owner shall deliver one fully signed counterpart to Contractor. There shall be no contract or agreement between Owner and the Successful Bidder until proper execution and attestation of the Standard Form of Agreement by authorized representatives of the Owner. 19. Pre-bid Conference 19.1 A pre-bid conference will be held as indicated in the Invitation to Bid. 20. Retainage 20.1 Provisions concerning retainage are set forth in the Contract Documents. END OF SECTION 04.2018 00200.9 of 9 35 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS APPENDIX: LGPP BID CHECKLIST Section 00200A-T INSTRUCTIONS TO BIDDERS APPENDIX: LGPP BID CHECKLIST Items checked below represent components,which comprise this Bid Package. If the item is not designated on the left side of the form by the City of Pearland, it is not applicable to this Bid. Bidders are asked to review the Package to ensure that all applicable parts have been included. It is the Bidder's responsibility to be thoroughly familiar with all Bid Requirements and Specifications. Bidder must check the right-hand column when task is completed. Include this form with the Bid Proposal Packa e. X 1.SECTION 00100 AND 00200—BID SECURITY This Bid Security in the amount of 5% of the bidder's maximum Bid Proposal price made payable to the City Of Pearland. X 2.SECTION 00300—BID PROPOSAL Must be completed and signed in ink. Failure to do so will cause Bid(s) to be rejected. X 3.SECTION 00850—NON-COLLUSION STATEMENT AND AFFIDAVIT Bidder must submit with Bid Package. X 4.SECTION 00850—DEBARMENT CERTIFICATION Bidder must submit with Bid Package. X 5.SECTION 00850—CHILD SUPPORT STATEMENT Bidder must submit with Bid Package. X 6.SECTION 00850—CERTIFICATION REGARDING LOBBYING Bidder must submit with Bid Package. X 7.SECTION 00850—STATEMENT FOR LOAN GUARANTEES AND INSURANCE Bidder must submit with Bid Package if applicable for the bidder on this project. X 8.SECTION 00850—CONTRACTORS ACKNOWLEDGEMENT OF _ STORMWATER MANAGEMENT PROGRAM Bidder must submit with Bid Package. THE FOLLOWING ITEMS APPLY ONLY TO THE BIDDER WHO WILL BE ISSUED A NOTICE OF INTENT TO AWARD THE PROJECT. SUBMIT WITHIN 10 DAYS AFTER WRITTEN NOTIFICATION OF AWARD: INSURANCE REOUIREMENTS: X 9. WORKERS'COMPENSATION 3-2016 00200A-T 1 of 2 36 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS APPENDIX: LGPP BID CHECKLIST Bidder must submit with Bid Package per Attachment 1. X 10.EMPLOYERS'LIABILITY INSURANCE Bidder must submit with Bid Package per Attachment 3 X 11.COMMERCIAL GENERAL LIABILITY INSURANCE Bidder must submit with Bid Package per Attachment 3 X 12.BUSINESS AUTOMOBILE LIABILITY INSURANCE Bidder must submit with Bid Package per Attachment 3 X 13.SECTION 00500—STANDARD FORM OF AGREEMENT This Agreement MUST be signed by an officer or authorized representative prior to the award of Bid. Contract is not binding until countersigned by the City of Pearland City Manager. X 14.SECTION 00610-PERFORMANCE BOND REQUIREMENTS Performance Bond in the amount of 100%of the contract price. X 15.SECTION 00611-PAYMENT BOND REQUIREMENTS Payment Bond in the amount of 100%of the contract price. X 16.DBE COMMITMENT If awarded contract,DBE Commitment must be submitted,if applicable. X 17.TxDOT FORM 1560 If awarded contract,Form 1560 must be submitted,if applicable. 3-2016 00200A-T 2 of 2 37 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS Section 00210-T ITEM 2L—LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 1. INTRODUCTION Instructions to the Contractor in these specifications are generally written in active voice, imperative mood. The subject of imperative sentences is understood to be"the Contractor." The Owner's responsibilities are generally written in passive voice, indicative mood. Phrases such as "as approved,""unless otherwise approved," "upon approval," "as directed,""as verified,""as ordered,"and"as determined"refer to actions of the Engineer unless otherwise stated, and it is understood that the directions, orders, or instructions to which they relate are within the limitations of and authorized by the Contract. 2. ELIGIBILITY OF BIDDERS Bidders on this project are not required to be prequalified through TxDOT. However, Contractors and Subcontractors are required to meet the City's standards as outlined in the General Conditions, Instructions to Bidders, and/or TxDOT's and FHWA qualifications for performing the work. 3. ISSUING BID DOCUMENTS Bid Documents may be obtained at from the City's E-bid System at: https://pearland.ionwave.net/Login.aspx. The Owner will not issue bid documents if one or more of the following apply: • the Bidder is prohibited from rebidding a specific project due to a bid error on the original bid documents, • the Bidder failed to enter into a Contract on the original award, • the Bidder was defaulted or terminated on the original Contract,unless the Owner terminated for convenience, or • the Bidder or a subsidiary or affiliate of the Bidder has received compensation from the Owner to participate in the preparation of the plans or specifications on which the bid or Contract is based. 4. INTERPRETING ESTIMATED QUANTITIES The quantities listed in the bid documents are approximate and will be used for the comparison of bids. Payments will be made for actual quantities of work performed in accordance with the Contract. 06-2018 00210-T 1 of 7 38 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 5. EXAMINING DOCUMENTS AND WORK LOCATIONS • Examine the bid documents and specified work locations before submitting a bid for the work. Submitting a bid will be considered evidence that the Bidder has performed this examination.Borings, soil profiles,water elevations, and underground utilities shown on the plans were obtained for the use of the Owner in the preparation of plans. This information is provided for the Bidder's information only and the Owner makes no representation as to the accuracy of the data.Be aware of the difficulty of accurately classifying all material encountered in making foundation investigations,the possible erosion of stream channels and banks after survey data have been obtained, and the unreliability of water elevations other than for the date recorded. Oral explanations, instructions, or consideration for Contractor-proposed changes in the bid documents given during the bidding process are not binding. Only requirements included in the bid documents and Owner-issued addenda are binding.Request explanations of documents at least five (5) days prior to the bid opening. Immediately notify the Owner of any y error, omission, or ambiguity discovered in any part of the bid documents. The Owner will issue addenda when appropriate. 6. PREPARING THE BID Prepare the bid form furnished by the Owner. Informational bid forms printed from the Owner's website will not be accepted. Specify a unit price in dollars and cents for each regular item, additive alternate item, deductive alternate item or replacement alternate item for which an estimated quantity is given. When"Working Days" is an item, submit the number of working days to be used to complete the Contract or phases of the Contract. The Owner will not accept an incomplete bid.A bid that has one or more of the deficiencies listed below is considered incomplete: • the bid form was not signed, • all certifications were not acknowledged, • a regular item, additive alternate item or deductive alternate item is left blank, • a regular item and the corresponding replacement alternate item are left blank, • the bid form submitted had the incorrect number of items, or • all addenda were not acknowledged. 06-2018 00210-T 2 of 7 39 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 7. NONRESPONSIVE BID The Owner will not accept a nonresponsive bid.A bid that has one or more of the deficiencies listed below is considered nonresponsive: ■ The bid was not submitted at the time and location specified in the advertisement. • A bid was submitted for the same project by a Bidder or Bidders and one or more of its partners or affiliates. • The Bidder failed to acknowledge receipt of all addenda issued. • The bid form was signed by a person who was not authorized to bind the Bidder or Bidders. • The bid guaranty did not comply with the requirements contained in this Item. • The bid was in a form other than the official bid form issued by the Owner. ■ The Bidder modified the bid in a manner that altered the conditions or requirements for work as stated in the bid documents. • The Bidder bid more than the maximum or less than the minimum number of allowable working days when working days was an item. • The Bidder did not attend a specified mandatory pre-bid conference. • The Bidder did not meet the requirements of the technical qualification. • The Bidder did not include a signed State of Texas Child Support Business Ownership Form. • The bidder does not meet the Owner's qualification requirements. 8. SUBMITTAL OF BIDS 8.1. Electronic Bids. When electronic bidding is available,the Bidder is responsible for taking the appropriate measures to submit a bid. These measures include, but are not limited to, acquiring hardware, software, and Internet connectivity needed for submitting a bid via the Owner's bidding system. 8.1.1. Bid Form. Use the electronic bid form in the Owner's bidding system. When regular bid items have corresponding replacement alternate items, select the bid item or group of items to be used for the bid tabulation.Acknowledge all addenda listed in the Owner's bidding system. The electronic bid form may not contain the special provisions, special specifications, general notes, and other Contract documents. These documents are included by reference. 8.1.2. Bid Security.Provide a bid security in the amount indicated on the bid form. Acceptable forms include a certified check, cashier's check or Bid Bond. For a joint venture,the bond must be in the name of all joint venture participants. Enter the bond authorization code into the Owner's bidding system. 06-2018 00210-T 3 of 7 40 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS It is the Bidder's responsibility to ensure the bid bond is issued in the name or names of the Bidder or Bidders. 8.1.3. Submittal of Bid. Submit the bid using the Owner's bidding system. 8.1.4. Revising the Bid Form.Make desired changes as allowed by the Owner's bidding system up until the time and date set for the opening of bids. The last bid submitted will be used for tabulation purposes. 8.1.5. Withdrawing a Bid. Submit an electronic or written request to withdraw a bid before the time and date set for the opening. The Owner will not accept oral requests.An electronic request must be made using the Owner's bidding system. A written request must be signed and submitted to the Purchasing Officer with proof of identification. The request must be made by a person authorized to bind the Bidder or Bidders. In the case of joint venture,the Owner will accept a request from any person authorized to bind a party to the joint venture. The Owner may require written delegation of authority to withdraw a bid when the individual sent to withdraw the bid is not authorized to bind the Bidder or Bidders. 8.2. Printed Bid. 8.2.1. Bid Form. Mark all entries in ink. As an alternative to hand writing the unit prices in the bid form, submit a typed bid form.A typed bid form must contain the information in the format shown on the"Bid Proposal"in the bid form. When regular bid items have corresponding replacement alternate items, select the bid item or group of items to be used for the bid tabulation.Acknowledge all addenda by initialing on the appropriate line of Bid Proposal Part A. Provide the complete and correct name of the Bidder submitting the bid.A person authorized to bind the Bidder must sign the bid form. In the case of a joint venture,provide the complete and correct name of all Bidders submitting the bid. In the case of a joint venture,the person signing the bid form must be authorized to bind all joint venture participants. If a bid form contains both regular items for domestic steel or iron materials and replacement alternate items for foreign steel or iron materials,the Bidder must either: • submit unit bid prices for domestic items only, or • submit unit bid prices for both the domestic and foreign items. 8.2.2. Bid Security.Provide a bid security in the amount indicated on the bid documents. Use either a certified check, cashier's check or a printed bid bond. 8.2.3. Security Check.Make the check payable to the Owner. The check must be a cashier's check, drawn by or on a state or national bank, or a state or federally chartered credit union(collectively referred to as "bank"). The check must be 06-2018 00210-T 4 of 7 41 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS dated on or before the date of the bid opening. Postdated checks will not be accepted. The type of check must be indicated on the face of the instrument and the instrument must be no more than 90 days old.A check must be made payable at or through the institution issuing the instrument; be drawn by a bank and on a bank; or be payable at or through a bank. The Owner will not accept personal checks teller's checks or money orders. 8.2.4. Bid Bond. Use the bid bond form provided by the Owner. Submit the bid bond with the powers of attorney attached and in the amount specified. The bond must be dated on or before the date of the bid opening, bear the impressed seal of the Surety, and be signed by the Bidder or Bidders and an authorized individual of the Surety.As an alternative for joint venture Bidders, each of the Bidders may submit a separate bid bond completed as outlined in this section.Bid bonds will only be accepted from Sureties authorized to execute a bond under and in accordance with State law. 8.2.5. Submittal of Bid.Place the completed bid form and the bid security in a sealed envelope marked to indicate the contents. When submitting by mail or delivery service,place the envelope in another sealed envelope and address as indicated in the official advertisement or in the bid documents. It is the Bidder's responsibility to ensure that the sealed bid arrives at the location described on or before the time and date set for the bid opening. To be accepted,the bid must be in the hands of the Purchasing Officer by that time of opening regardless of the method chosen for delivery. 8.2.6. Revising the Bid Form.Make desired changes to the bid form in ink and submit the bid to the Purchasing Officer. The Owner will not make revisions to a bid on behalf of a Bidder. 8.2.7. Withdrawing a Bid. Submit a written request to withdraw a bid before the time and date set for the opening. The Owner will not accept oral requests.A written request must be signed and submitted to the Purchasing Officer with proof of identification. The request must be made by a person authorized to bind the Bidder or Bidders. In the case of joint venture,the Owner will accept a request from any person authorized to bind a party to the joint venture. The Owner may require written delegation of authority to withdraw a bid when the individual sent to withdraw the bid is not authorized to bind the Bidder or Bidders. 9. OPENING AND READING OF BIDS At the time, date, and location specified in the official advertisement,the Owner will publicly open and read bids. 06-2018 00210-T 5 of 7 42 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS 10. TABULATING BIDS 10.1. Official Total Bid Amount. The Owner will sum the products of the quantities and the unit prices bid in the bid form to determine the official total bid amount, " except as provided in Section 2.11., "Consideration of Unit Prices."The official total bid amount is the basis for determining the apparent low Bidder. The total bid amounts will be compared and the results made public. 10.2. Rounding of Unit Prices. The Owner will round off all unit bids involving fractional parts of a cent to the nearest one-tenth cent($0.001) in determining the amount of the bid as well as computing the amount due for payment of each item under the Contract. For rounding purposes, entries of five-hundredths of a cent ($0.0005) or more will be rounded up to the next highest tenth of a cent,while entries less than five-hundredths of a cent will be rounded down to the next lowest tenth of a cent. 10.3. Interpretation of Unit Prices. The Owner will make a documented determination of the unit bid price if a unit bid price is illegible or conflicting in the case of replacement alternate items. The Owner's determination will be final. 10.4. Consideration of Unit Prices. 10.4.1. A+B Bidding. A+B Bidding does not apply to this project. 10.4.2. "Buy America." Comply with Buy America in accordance with Section 6.1.1.. For a Bidder who proposes to use foreign steel or iron materials to be considered the apparent low Bidder,their total bid must be at least 25% lower than the next lowest bid if that bid proposes to use domestic steel or iron materials. This requirement does not apply to minimal use of steel or iron materials provided that the total cost of all foreign source items used in the project, as delivered to the project site, is less than$2,500 or one-tenth-of-one-percent(1/10 of 1%) of the Contract amount,whichever is greater. 11. CONSIDERATION OF BID ERRORS. • The Owner will consider a claim of a bid error by the apparent low Bidder if the following requirements have been met: ■ Submit written notification to the Owner within 5 business days after the date the bid is opened. • Identify the items of work involved and include bidding documentation. The Owner may request clarification of submitted documentation. The Owner will evaluate the claim of an error by the apparent low Bidder by considering the following: • The bid error relates to a material item of work. 06-2018 00210-T 6 of 7 43 CITY OF PEARLAND LGPP SUPPLEMENT TO INSTRUCTIONS TO BIDDERS ■ The bid error amount is a significant portion of the total bid. • The bid error occurred despite the exercise of ordinary care. • The delay of the proposed work will not impact cost and safety to the public. Acceptance of the bid error claim by the Owner will result in the rejection of the bid of the apparent low bidder .and the Owner may consider the second responsive bid. The erring Contractor will not be allowed to bid the project if it is relet. Rejection of bids due to the Contractor's bid error may result in the application of sanctions by the Owner. 12. TIE BIDS If the official total bid amount for 2 or more Bidders is equal and those bids are the lowest submitted, each tie Bidder will be given an opportunity to withdraw their bid. If 2 or more tie Bidders do not withdraw their bids,the low Bidder will be determined by a coin toss.If all tie Bidders request to withdraw their bids,no withdrawals will be allowed and the low Bidder will be determined by a coin toss. The Purchasing Officer will preside over the proceedings for the coin toss. 06-2018 00210-T 7 of 7 44 CITY OF PEARLAND BID PROPOSAL Section 00300 BID PROPOSAL Part A Date: September 13, 2018 Bid of Triple B Services, LLP , an individual proprietorship/a corporation organized and existing under the laws of the State of Texas/a partnership consisting of Charles, Keith &Kevin Burke , for the construction of: Hughes Ranch Road(CR 403) City of Pearland, Texas COP PN: TR 1201 BID NO.: 0418-33 (Submitted in Electronic format) To: The Honorable Mayor and City Council of Pearland City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Pursuant to the published Invitation to Bidders,and Instructions to Bidders,the undersigned Bidder hereby proposes to perform all the work and furnish all necessary superintendence, labor, machinery, equipment,tools and materials, and whatever else may be necessary to complete all the work described in or reasonably inferable from the Contract Documents for the construction of the Hughes Ranch Road (CR 403) with all related appurtenances, complete, tested, and operational, in accordance with the Plans and Specifications prepared by the BGE, Inc., BGE, Inc. 10777 Westheimer Rd. Suite 400, Houston, TX 77042, Matthew Brannen, P.E., for the unit prices or applicable prices set forth in Exhibit "A", the electronic bid form as contained in the City's E-bid system, which, once fully executed and submitted shall constitute a legal and executable proposal from the Bidder. It is understood that,in the event any changes are ordered on any part of the Work, the applicable unit prices bid shall apply as additions to or deductions from the total prices for the parts of the Work so changed. The Bid Security required under the Instructions to Bidders is included and has been uploaded as an attachment within the E-bid system and,that a fully executed,signed and sealed hard copy has been delivered to the Office of City Purchasing, Finance Department, City Hall Annex 3523 Liberty Drive, Pearland, Texas 77581. The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of Bidder, as required by the Instructions to Bidders if requested to do so as a condition of the Bid review. The Bidder binds himself, upon acceptance of his proposal, to execute the Standard Form of Agreement and furnish an acceptable Performance and Payment Bond and One-Year Maintenance Bond, each in the amount of one hundred percent (100%) of the total Contract Price, according to the forms included in the Contract Documents, for performing and completing the said work within the time stated and for the prices stated in Part B of this proposal along with all required insuran in the required amounts. Bidder's Initial's: 10-2012 00300- of 2 A CITY OF PEARLAND BID PROPOSAL The undersigned Bidder agrees to commence work within 10 days of the date of a written Notice to Proceed. It is understood that the Work is to be Substantially Complete within seven hundred thirty (730)days after the date of the Notice to Proceed. Time for Substantial Completion shall begin on the date established by the Notice to Proceed. The Contractor will pay liquidated damages in the amounts) specified in Document 00500— Standard Form of Agreement, in the event the Work is not Substantially Complete within the Contract Time. The undersigned agrees that the amounts bid in this Bid Proposal will not be withdrawn or modified for ninety(90)days following date of Bid Proposal opening,or such longer period as may be agreed to in writing by the City of Pearland and Bidder. It is understood that in the event the Successful Bidder fails to enter into the Standard Form of Agreement and/or to furnish an acceptable Performance and Payment Bond and One-Year Maintenance Bond, each in the amount of one hundred (100)percent of the Contract Price, along with all required insurance in the stated amounts within ten (10) days of the Notice of Award, the Successful Bidder will forfeit the Bid Security as provided in the Instructions to Bidders. Unless otherwise expressly provided herein,all references to "day(s)" shall mean calendar day(s). The Bidder acknowledges that s:,- following Addenda have been received. The .,odifications to the Bidding Documents noted .,n have been considered and all costs thereto . ii luded in the Bid Proposal prices. �14 %.. Addendum No.: 1 :N: :/23/18 Addendum No.: 3 Hate. t)6 18 Addendum No.: 2 '.. `:8/27/18 Addendum ; ,�. No.: V:t,.: g Jial titi Bidder hereby represents that the only person or parties interested in this offer as siincipals are those named. Bidder has not directly or indirectly entered into any agreement, participated in any collusion,or otherwise taken any action in restraint of free competitive bidding. Firm ame: Tri. B Services, -j; Title: Donna Burke -Senior Project Administrator Address: 820 Old Atascocita Rd.Huffman,TX 77336 Phone No: 281-324-3264 ATTEST: Tiffany Galvan (Seal,if Bidder is a Corporation) (Tp . e ted Name) S �� e Date: eptember 13, 2018 END OF SECTION 1 Bidder's Initial's:• 10-2012 00300-2 of 2 NI [WAIL A ) L.� E X A SJ r i8 0418-33 Addendum 4 Supplier Response Triple B Services, LLP Event Information i Number: 0418-33 Addendum 4 tle: Hughes Ranch Road (CR403) - Cullen to Smith Ranch Rd Type: ITB-Sealed Issue Date: 8/9/2018 Deadline: 9/13/2018 02:00 PM (CT) Notes: The project will entail the reconstruction of Hughes Ranch Road from Smith Ranch Road to Cullen Boulevard, and will include going from a two-lane open ditch roadway to a four-lane roadway with curbs, medians, underground storm, illumination, installation of a sound barrier, and mixed-use walking paths on the north and south sides of Hughes Ranch Road. Triple B Services, LLP Information Address: 820 Old Atascocita Rd Huffman, TX 77336 Phone: (281) 324-3264 Fax: (281) 324-1304 Toll Free: (281) 324-3264 ' ubmitting your response, you certify that you are authorized to represent and bind your company. Donna u,ke donna@triplebservices.com Signa re�� `'i :e;�, Email Page 1 15 pages Vendor:Triple B Services,LLP 0 0418-33 Addendum 4 Submitted at 9/13/2018 1:06:59 PM Response Attachments COP-CIQ.pdf )P-CIQ COP-Contractor Questionnaire.pdf COP-Contractor Questionnaire COP-Non-Collusion Statement.pdf COP-Non-Collusion Statement COP-References.pdf COP-References Bid Bond.pdf Bid Bond Bid Proposal Part A.pdf Bid Proposal Part A Section 00200A-T Checklist w Documents.pdf Section 00200A-T Checklist w Documents TxDOT CIQ.pdf TxDOT CIQ Doc 00456-1.pdf Cert of Compliance w Buy American Program Attributes 1 Response Attachment Bidder understands and has completed the following: The Bid Proposal and Bid Security required under the Instructions to Bidders has been uploaded as an attachment within the E-bid system and, a fully executed, signed and sealed hard copy of the Bid Bond will be delivered upon request to the Office of City Purchasing, Finance Department, 2nd Floor, City Hall, 3519 Liberty Drive, Pearland, Texas, 77581. Submitted 2 Non-collusion Statement Bidder has submitted a completed and signed copy of the Non-Collusion Statement Submitted 3 General Conditions Bidder has read and agrees to the General Conditions set forth by the City of Pearland. Agrees 4 Specification Acknowledgement Bidder has reviewed specifications and agrees that their bid adheres fully. Lgrees Page 2 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 5 Local Bidder Bidder claims Pearland local bidder preference, pursuant to provisions of Local Bidder Preference claim form and Texas Local Government Code, Chapter 271.9051 Not Local Bidder 7 Addendum Acknowledgement Bidder has reviewed addendum(s) and agrees that their response adheres fully. Agrees Bid Lines 1 Package Header GENERAL Quantity: 1 Total: $1,703,472.50 Package Items 1.1 MOBILIZATION (3%) Quantity: 1 UOM: LS Unit price: L $500,000.00 Total: $500,000.00 (This item has been deleted as part of an addendum. See 'Bid History'for details) 1.2 TRAFFIC CONTROL PACKAGE 1.3 CUT& RESTORING PAV Quantity: 377 UOM: SY Unit price: $125.00 Total: $47,125.00 1.4 BARRICADES, SIGNS AND TRAFFIC HANDLING Quantity: 25 UOM: MO Unit price: $5,000.00 Total: $125,000.00 1.5 PORT CTB (FUR & INST)(LOW PROF)(TY 1) Quantity: 4300 UOM: LF Unit price: $20.00 Total: $86,000.00 1.6 PORT CTB (FUR & INST)(LOW PROF)(TY 2) Quantity: 360 UOM: LF Unit price: $20.00 Total: $7,200.00 1.7 PORT CTB (MOVE)(LOW PROF)(TY 1) Quantity: 400 UOM: LF Unit price: $20.00 Total: $8,000.00 1.8 PORT CTB (MOVE)(LOW PROF)(TY 2) Quantity: 80 UOM: LF Unit price: $20.00 Total: $1,600.00 1.9 PORT CTB (REMOVE)(LOW PROF)(TY 1) Quantity: 4300 UOM: LF Unit price: L $20.00 Total: $86,000.00 1.10 PORT CTB (REMOVE)(LOW PROF)(TY 2) Quantity: 360 UOM: LF Unit price: $20.00 Total: $7,200.00 1.11 PORTABLE CHANGEABLE MESSAGE SIGN Quantity: 350 UOM: DAY Unit price: $75.00 Total: $26,250.00 — 1.12 TMA(STATIONARY) Quantity: 35 UOM: DAY Unit price: $465.00 Total: $16,275.00 Page 3 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 1.13 TMA(MOBILE OPERATION) Quantity: 272 UOM: HR Unit price: $55.00 Total: $14,960.00 1.14 REMOVING STAB BASE AND ASPH PAV(8") Quantity: 14028 UOM: SY Unit price: $5.00 Total: $70,140.00 1.15 REMOVING STAB BASE AND ASPH PAV(1"-22") Quantity: 1151 UOM: SY Unit price: $7.00 Total: $8,057.00 1.16 GRATE&FRAME Quantity: 12 UOM: EA Unit price: $2,500.00 Total: $30,000.00 1.17 SET(TY II))(DES 2)(RCP)(6:1)(P) Quantity: 2 UOM: EA Unit price: $2,400.00 Total: $4,800.00 1.18 SET(TY II))(DES 4)(RCP)(6:1)(P) Quantity: 1 UOM: EA Unit price: $3,250.00 Total: $3,250.00 1.19 ASPHALT STAB BASE (GR 2)(PG 64)(6") Quantity: 14028 UOM: SY Unit price: $30.00 Total: $420,840.00 1.20 ASPHALT STAB BASE (GR 2)(PG 64)(1"-22") Quantity: 348 UOM: TON Unit price: $83.00 Total: $28,884.00 1.21 D-GR HMA TY-D PG64-22(2") Quantity: 14137 UOM: SY Unit price: L _ $11.00 Total: $155,507.00 1.22 WK ZN PAV MRK REMOV CLASS I (W)4" (DOT) Quantity: 303 UOM: LF Unit price: $1.10 Total: $333.30 1.23 WK ZN PAV MRK REMOV CLASS I (W)4" (SLD) Quantity: 21989 UOM: LF Unit price: $0.50 Total: $10,994.50 1.24 WK ZN PAV MRK REMOV CLASS I (W)8" (SLD) Quantity: 1595 UOM: LF Unit price: $1.10 Total: $1,754.50 1.25 WK ZN PAV MRK REMOV CLASS I (W)24" (SLD) Quantity: 1265 UOM: LF Unit price: $4.50 Total: $5,692.50 1.26 WK ZN PAV MRK REMOV CLASS I (W)ARROW Quantity: 2 UOM: EA Unit price: $185.00 Total: $370.00 1.27 WK ZN PAV MRK REMOV CLASS I (W)WORD Quantity: 2 UOM: EA Unit price: _ $210.00 Total: $420.00 1.28 WK ZN PAV MRK REMOV CLASS I (Y)4" (DOT) Quantity: 285 UOM: LF Unit price: $1.35 Total: $384.75 1.29 WK ZN PAV MRK REMOV CLASS I (Y)4" (SLD) Quantity: 58692 UOM: LF Unit price: _ $0.50 Total: $29,346.00 1.30 ELIM EXT PAV MRK&MRKS (4") Quantity: 24137 UOM: LF Unit price: $0.20 Total: $4,827.40 1.31 ELIM EXT PAV MRK&MRKS (6") LII Quantity: 223 UOM: LF Unit price: $0.25 Total: $55.75 Page 4 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 1.32 ELIM EXT PAV MRK&MRKS (8") Quantity: 3205 UOM: LF Unit price: $0.35 Total: $1,121.75 1.33 ELIM EXT PAV MRK&MRKS (12") Quantity: 327 UOM: LF Unit price: $0.45 Total: $147.15 1.34 ELIM EXT PAV MRK&MRKS (24") Quantity: 838 UOM: LF Unit price: $0.55 Total: $460.90 1.35 ELIM EXT PAV MRK&MRKS (ARROW) Quantity: 8 UOM: EA Unit price: $28.00 Total: $224.00 1.36 ELIM EXT PAV MRK& MRKS (WORD) Quantity: 9 UOM: EA Unit price: $28.00 Total: $252.00 2 Package Header ROADWAY Quantity: 1 Total: $6,818,714.10 Package Items 2.1 EMBANKMENT (FINAL)(DENS CONT)(TY C) Quantity: 14031 UOM: CY Unit price: $5.15 Total: $72,259.65 2.2 CONC PVMT(CONT REINF)(FAST TRK)(13") Quantity: 7332 UOM: SY Unit price: $112.00 Total: $821,184.00 2.3 LANDSCAPE PAVERS Quantity: 3967 UOM: SY Unit price: $65.00 Total: $257,855.00 2.4 CONC MEDIAN Quantity: 1033 UOM: SY Unit price: $55.00 Total: $56,815.00 2.5 MAILBOX Quantity: 7 UOM: EA Unit price: $225.00 Total: $1,575.00 2.6 PREP ROW Quantity: 105.99 UOM: STA Unit price: $3,150.00 Total: $333,868.50 2.7 EXCAVATION (DETENTION PONDS) Quantity: 9738 UOM: CY Unit price: $7.50 Total: $73,035.00 2.8 EXCAVATION (ROADWAY) Quantity: 15873 UOM: CY Unit price: $4.75 Total: $75,396.75 2.9 LIME (CLASS A) Quantity: 1269 UOM: TON Unit price: $168.00 Total: $213,192.00 2.10 LIME TRT(EXST MATL)(8") Quantity: 70468 UOM: SY Unit price: $2.50 Total: $176,170.00 2.11 ADJUST FIRE HYDRANT(VERT& HORIZ) Quantity: 19 UOM: EA Unit price: $340.00 Total: $6,460.00 2.12 ADJUST VALVE BOX(VERT& HORIZ) Quantity: 52 UOM: EA Unit price: $290.00 Total: $15,080.00 Page 5 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 2.13 ASPHALT STAB BASE (GR 2)(PG 64)(10") Quantity: 149 UOM: SY Unit price: $48.00 Total: $7,152.00 2.14 CONC PAV(JOINT REINF) (10") Quantity: 62524 UOM: SY Unit price: $57.60 Total: $3,601,382.40 2.15 CONC CURB (MONO)(TY II) Quantity: 21728 UOM: LF Unit price: $3.75_ Total: $81,480.00 2.16 CONC CURB (DOWEL) Quantity: 19321 UOM: LF Unit price: $3.75 Total: _ $72,453.75 2.17 CONC SIDEWALKS (4") Quantity: 113536 UOM: SF Unit price: $6.00 Total: $681,216.00 2.18 PED RAMP Quantity: 36 UOM: EA Unit price: $1,680.0 Total: $60,480.00 2.19 DRIVEWAYS (CONC) Quantity: 1940 UOM: SY Unit price: $55.00 Total: $106,700.00 2.20 HYDROMULCH SEEDING Quantity: 6.47 UOM: AC Unit price: $1,530.0 Total: $9,899.10 2.21 BLOCK SODDING Quantity: 20443 UOM: SY Unit price: $4.65 Total: $95,059.95 Package Header REMOVAL Quantity: 1 Total: $193,349.65 Package Items 3.1 REMOVING CONC(PAV) Quantity: 1250 UOM: SY Unit price: $8.71 Total: $10,875.00 3.2 REMOVING CONC (RIPRAP) Quantity: 27 UOM: SY Unit price: $5.50 Total: $148.50 3.3 REMOVING CONC (SIDEWALKS) Quantity: 3668 UOM: SY Unit price: $5.50 Total: $20,174.00 3.4 REMOVING CONC(DRIVEWAYS) Quantity: 1197 UOM: SY Unit price: $9.75 Total: $11,670.75 3.5 REMOVING STAB BASE AND ASPH PAV(8"-20") Quantity: 33034 UOM: SY Unit price: _ $2.60 Total: $85,888.40 3.6 REMOVE STR(INLET) Quantity: 17 UOM: EA Unit price: $610.00 Total: $10,370.00 3.7 REMOVE STR (SET) Quantity: 30 UOM: EA Unit price: $385.00 Total: $11,550.00 3.8 REMOVE STR(PIPE)(ALL SIZES) Quantity: 2912 UOM: LF Unit price: _ $14.00 Total: $40,768.00 Page 6 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 3.9 REMOVE STR(BRIDGE) 0-99FT LENGTH Quantity: 1 UOM: EA Unit price: $750.00 Total: $750.00 3.10 REMOVE MAILBOX — Quantity: 7 UOM: EA Unit price: $165.00 Total: $1,155.00 4 Package Header SOUND WALL Quantity: 1 Total: $2,609,640.00 Package Items 4.1 PRECAST CONCRETE FENCING (9 FT) Quantity: 11862 UOM: LF Unit price: $220.00 Total: $2,609,640.00 5 Package Header DRAINAGE Quantity: 1 Total: $3,899,182.00 Package Items 5.1 RIPRAP (CONC)(CL B)(5 IN) Quantity: 84 UOM: CY Unit price: $435.00 Total: $36,540.00 5.2 CONTROL OF GROUND WATER AND SURFACE WATER Quantity: 9956 UOM: LF Unit price: $5.00 Total: $49,780.00 /5.3 TRENCH EXCAVATION PROTECTION Quantity: 9956 UOM: LF Unit price: $1.00 Total: $9,956.001 5.4 CEM STABIL SAND BKFL Quantity: 15718 UOM: TON Unit price: $25.00 Total: [ $392,950.00_ 5.5 CEMENT STAB SAND BKFL(INLET OR MH) Quantity: 672 UOM: TON Unit price: $25.00 Total: $16,800.00 5.6 MANH (COMPL) (TY C) Quantity: 9 UOM: EA Unit price: $2,650.00 Total: $23,850.00 5.7 GALVANIZED STEEL FOR RCP GRATE Quantity: 28 UOM: EA Unit price: $555.00 Total: $15,540.00 5.8 SET (TY I) (S= 5 FT) (HW= 3 FT) (4: 1) (C ) Quantity: 1 UOM: EA Unit price: $7,800.00 Total: $7,800.00 5.9 SET (TY II) (12 IN) (RCP) (6: 1) (P) Quantity: 6 UOM: EA Unit price: $1,235.00 Total: $7,410.00 5.10 SET (TY II) (18 IN) (RCP) (6: 1) (P) Quantity: 17 UOM: EA Unit price: $1,715.00 Total: r $29,155.00 5.11 SET(TY II) (24 IN) (RCP) (6: 1) (P) n Quantity: 2 UOM: EA Unit price: $2,200.00 Total: $4,400.0 Page 7 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 5.12 SET(TY II) (30 IN) (RCP) (3: 1) (C) Quantity: 1 UOM: EA Unit price: $2,265.00 Total: $2,265.00 5.13 CONC BOX CULV(4 FT X 2 FT) Quantity: 841 UOM: LF Unit price: $180.00 Total: $151,380.00 .5.14 CONC BOX CULV(4 FT X 2.5 FT) Quantity: 9 UOM: LF Unit price: $225.00 Total: $2,025.00 5.15 CONC BOX CULV(5 FT X 2 FT) Quantity: 300 UOM: LF Unit price: $275.00 Total: $82,500.00 5.16 CONC BOX CULV(6 FT X 3 FT) Quantity: 2418 UOM: LF Unit price: $310.00 Total: $749,580.00 5.17 RC PIPE (CL III)(12 IN) Quantity: 118 UOM: LF Unit price: $62.00 Total: $7,316.00 5.18 RC PIPE (CL III)(15 IN) Quantity: 56 UOM: LF Unit price: $65.00 Total: $3,640.00 5.19 RC PIPE (CL III) (18 IN) Quantity: 2451 UOM: LF Unit price: $67.00 Total: $164,217.00 5.20 RC PIPE (CL III)(24 IN) Quantity: 4520 UOM: LF Unit price: $70.00 Total: _ $316,400.00 5.21 RC PIPE (CL III) (30 IN) Quantity: 2302 UOM: LF Unit price: $80.00 Total: $184,160.00 /5.22 RC PIPE (CL III)(36 IN) Quantity: 250 UOM: LF Unit price: $120.00 Total: $30,000.00 5.23 RC PIPE (CL III) (42 IN) Quantity: 270 UOM: LF Unit price: $150.00 Total: $40,500.00 5.24 RC PIPE(CL III)(48 IN) Quantity: 360 UOM: LF Unit price: $155.00 Total: $55,800.00 5.25 RC PIPE (ELLIP)(CL III)(DES 1) Quantity: 1293 UOM: LF Unit price: $115.00 Total: $148,695.00 5.26 RC PIPE (ELLIP)(CL III)(DES 2) Quantity: 3109 UOM: LF Unit price: $147.00 Total: $457,023.00_ 5.27 RC PIPE (ELLIP)(CL III)(DES 4) Quantity: 2360 UOM: LF Unit price: $210.00 Total: $495,600.00 5.28 INLET(COMPL) (TY A) Quantity: 5 UOM: EA Unit price: _ $2,350.00 Total: $11,750.00] 5.29 INLET(COMPL)(TY C) Quantity: 59 UOM: EA Unit price: $3,600.00 Total: $212,400.00 5.30 INLET MAINTENANCE BERM 171 Quantity: 2 UOM: EA Unit price: $3,500.00 Total: $7,000.00 Page 8 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 5.31 WINGWALL (PW-1) (HW=4 FT) Quantity: 1 UOM: EA Unit price: L $12,750.00 Total: $12,750.00 5.32 HEADWALL(CH - PW-0) (DIA= 18 IN) Quantity: 1 UOM: EA Unit price: $7,700.00 Total: $7,700.00 5.33 ADJUST INLET Quantity: 1 UOM: EA Unit price: $135.00 Total: $135.00 5.34 ADJUST MH Quantity: 1 UOM: EA Unit price: $165.00 Total: $165.00 5.35 JUNCTION BOX(SPL) Quantity: 9 UOM: EA Unit price: $18,000.00 Total: $162,000.00 6 Package Header ILLUMINATION Quantity: 1 Total: $238,957.25 Package Items 6.1 DRILL SHAFT(18 IN) Quantity: 182 UOM: LF Unit price: $320.00 Total: $58,240.00 6.2 CONDT (PVC) (SCH 80) (2") Quantity: 13955 UOM: LF Unit price: $12.95 Total: $180,717.25 Package Header TRAFFIC SIGNAL Quantity: 1 Total: $426,007.00 Package Items 7.1 DRILL SHAFT(TRF SIG POLE) (36 IN) Quantity: 32 UOM: LF Unit price: $325.00 Total: $10,400.00 7.2 DRILL SHAFT(TRF SIG POLE) (42 IN) Quantity: 36 UOM: LF Unit price: $470.00 Total: $16,920.00 7.3 CONDT (PVC) (SCH 80) (2") (BORE) Quantity: 110 UOM: LF Unit price: $17.00 Total: $1,870.00 7.4 CONDT (PVC) (SCH 80) (3") Quantity: 145 UOM: LF Unit price: $20.00 Total: $2,900.00 7.5 CONDT (PVC) (SCH 80) (4") Quantity: 160 UOM: LF Unit price: $22.00 Total: $3,520.00 7.6 CONDT (PVC) (SCH 80) (4") (BORE) Quantity: 220 UOM: LF Unit price: $28.00 Total: $6,160.00 7.7 ELEC CONDR (NO. 6) BARE ri Quantity: 820 UOM: LF Unit price: $1.45 Total: $1,189.00 Page 9 of 15 pages Vendor:Triple B Services,LLP 418-33 Addendum 4 7.8 ELEC CONDR (NO. 4) BARE Quantity: 130 UOM: LF Unit price: $2.30 Total: $299.00 7.9 ELEC CONDR (NO. 4) INSULATED Quantity: 260 UOM: LF Unit price: $4.50 Total: $1,170.00 7.10 TRAY CABLE (4 CONDR) (12 AWG) Quantity: 1005 UOM: LF Unit price: $2.30 Total: $2,311.50 7.11 GROUND BOX TY D (162922)W/APRON Quantity: 6 UOM: EA Unit price: $1,100.00 Total: $6,600.00 7.12 ELC SRV TY D 120/240 070 (NS) SS (E) SP (0) Quantity: 2 UOM: EA Unit price: $6,200.00 Total: $12,400.00 7.13 ALUMINUM SIGNS (TY A) Quantity: 33 UOM: SF Unit price: $31.00 Total: $1,023.00 7.14 INSTALL OF HWY TRF SIG (ISOLATED) Quantity: 2 UOM: EA Unit price: $44,000.00 Total: $88,000.00 7.15 VEH SIG SEC (12 IN) LED (GRN) Quantity: 12 UOM: EA Unit price: $245.00 Total: $2,940.00 7.16 VEH SIG SEC (12") LED (GRN ARW) Quantity: 2 UOM: EA Unit price: $245.00 Total: $490.00 7.17 VEH SIG SEC (12") LED (YEL) Quantity: 18 UOM: EA Unit price: $245.00 Total: $4,410.00 7.18 VEH SIG SEC (12") LED (YEL ARW) Quantity: 4 UOM: EA Unit price: $245.00 Total: $980.00 7.19 VEH SIG SEC (12 IN) LED (RED) Quantity: 12 UOM: EA Unit price: $245.00 Total: $2,940.00 720 VEH SIG SEC (12") LED (RED ARW) Quantity: 10 UOM: EA Unit price: $245.00 Total: $2,450.00 7.21 PED SIG SEC (12 IN) LED (COUNTDOWN) Quantity: 8 UOM: EA Unit price: $700.00 Total: $5,600.00 7.22 BACK PLATE (12") (1 SEC) Quantity: 6 UOM: EA Unit price: $82.00 Total: $492.00 7.23 BACK PLATE (12") (3 SEC) Quantity: 12 UOM: EA Unit price: $94.00 Total: $1,128.00 7.24 BACK PLATE (12") (4 SEC) Quantity: 2 UOM: EA Unit price: _ $105.00 Total: $210.00 7.25 TRF SIG CBL (TY A) (12 AWG) (2 CONDR) Quantity: 890 UOM: LF Unit price: $1.50 Total: $1,335.00 7.26 TRF SIG CBL (TY A)(12 AWG) (4 CONDR) _ i Quantity: 935 UOM: LF Unit price: $2.10 Total: $1,963.50 Page 10 of 15 pages Vendor:Triple B Services,LLP \� 0418-33 Addendum 4 7.27 TRF SIG CBL (TY A) (12 AWG) ( 7 CONDR) Quantity: 2045 UOM: LF Unit price: $2.90 Total: $5,930.50 7.28 INSTL RDSD FLSH BEACON ASSM (SOLAR PWRD) Quantity: 3 UOM: EA Unit price: $5,800.00 Total: $17,400.00 7.29 INS TRF SIG PL AM (S) 1 ARM (28') LUM (COP DECORATIVE) Quantity: 1 UOM: EA Unit price: $23,000.00 Total: $23,000.00 7.30 INS TRF SIG PL AM (S) 1 ARM (36') LUM (COP DECORATIVE) Quantity: 1 UOM: EA Unit price: $25,000.00 Total: $25,000.00 7.31 INS TRF SIG PL AM (S)2 ARM (40-28') LUM (COP DECORATIVE) Quantity: 1 UOM: EA Unit price: $38,000.00 Total: $38,000.00 7.32 INS TRF SIG PL AM (S)2 ARM (40-32') LUM (COP DECORATIVE) Quantity: 1 UOM: EA Unit price: $40,000.00 Total: $40,000.00 7.33 PED POLE ASSEMBLY(COP DECORATIVE) Quantity: 6 UOM: EA Unit price: $9,000.00 Total: $54,000.00 7.34 PED POLE ASSEMBLY Quantity: 1 UOM: EA Unit price: $2,300.00 Total: $2,300.00 7.35 RELOCATE PED POLE ASSEMBLY Quantity: 1 UOM: EA Unit price: $1,100.00 Total: $1,100.00 7.36 PED DETECT PUSH BUTTON (APS) _ Quantity: 8 UOM: EA Unit price: $1,600.00 Total: $12,800.00 7.37 REPLACE OF SIGNAL HEAD ASSM Quantity: 4 UOM: EA Unit price: $585.00 Total: $2,340.00 7.38 VIVDS PROCESSOR SYSTEM Quantity: 2 UOM: EA Unit price: $7,000.00 Total: $14,000.00 7.39 VIVDS CAMERA ASSEMBLY Quantity: 6 UOM: EA Unit price: $1,400.00 Total: $8,400.00 7.40 VIVDS SET-UP SYSTEM Quantity: 2 UOM: EA Unit price: $300.00 Total: $600.00 7.41 VIVDS COMMUNICATION CABLE(COAXIAL) Quantity: 1305 UOM: LF Unit price: _ $1.10 Total: $1,435.50 8 Package Header SIGNING&PAVEMENT MARKINGS Quantity: 1 Total: $92,755.30 Package Items (This item has been deleted as part of an addendum. See 'Bid History'for details) — 8.1 DRILL SHAFT(NON REINFORCED) (12 IN) f8.2 INS SMRDSNSUP &AMTYIOBWG (1)SA(P) Quantity: 47 UOM: EA Unit price: $400.001 Total: $18,800.00 Page 11 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 8.3 INS SM RD SN SUP &AM TY 10BWG (1)SA(T) Quantity: 1 UOM: EA Unit price: $495.00 Total: $495.00 8.4 INS SM RD SN SUP &AMTYIOBWG (1)SA(U) - Quantity: 1 UOM: EA Unit price: $640.00 Total: $640.00 8.5 RELOCATE SM RD SN SUP &AM TY 10BWG Quantity: 3 UOM: EA Unit price: $315.00 Total: $945.00 8.6 RELOCATE LRSA Quantity: 1 UOM: EA Unit price: $1,750.00 Total: $1,750.00 8.7 REF PAV MRK TY II (Y)12"(SLD) Quantity: 6177 UOM: LF Unit price: $1.10 Total: $6,794.70 8.8 REF PAV MRK TY II (Y)(MED NOSE) Quantity: 13 UOM: EA Unit price: $105.00 Total: $1,365.00 8.9 PAVEMENT SEALER 4" • Quantity: 6235 UOM: LF Unit price: $0.10 Total: $623.50 8.10 PAVEMENT SEALER 8" Quantity: 3518 UOM: LF Unit price: $0.15 Total: $527.70 8.11 PAVEMENT SEALER 12" Quantity: 8491 UOM: LF Unit price: $0.30 Total: $2,547.30 8.12 PAVEMENT SEALER 24" Quantity: 1013 UOM: LF Unit price: $0.40 Total: $405.20 8.13 REFL PAV MRKR TY I-C Quantity: 6 UOM: EA Unit price: $3.50 Total: $21.00 8.14 REFL PAV MRKR TY II -A-A Quantity: 37 UOM: EA Unit price: $3.50 Total: $129.50 8.15 REFL PAV MRKR TY II -C-R Quantity: 332 UOM: EA Unit price: $3.50 Total: $1,162.00 8.16 TRAFFIC BUTTON TY B Quantity: 20 UOM: EA Unit price: $2.85 Total: $57.00 8.17 REFL PAV MRK TY I (W)4" (DOT) (100MIL) Quantity: 115 UOM: LF Unit price: $1.15 Total: $132.25 8.18 REFL PAV MRK TY I (W)4" (BRK) (100MIL) Quantity: 4786 UOM: LF Unit price: $0.65 Total: $3,110.90 8.19 REFL PAV MRK TY I (W)4" (SLD)(100MIL) Quantity: 129 UOM: LF Unit price: $0.90_ Total: $116.10 8.20 REFL PAV MRK TY I (W)8" (SLD)(100MIL) Quantity: 3518 UOM: LF Unit price: $1.15 Total: $4,045.70 8.21 REFL PAV MRK TY I (W) 12" (SLD)(100MIL) Quantity: 2314 UOM: LF Unit price: $3.00 Total: $6,942.00 Page 12 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 8.22 REFL PAV MRK TY I (W)24" (SLD) (100MIL) Quantity: 968 UOM: LF Unit price: $5.00 Total: $4,840.00 8.23 REFL PAV MRK TY I (Y)4" (SLD) (100MIL) Quantity: 1205 UOM: LF Unit price: $0.55 Total: $662.75 8.24 REFL PAV MRK TY I (Y)24" (SLD)(100MIL) Quantity: 45 UOM: LF Unit price: $5.50 Total: $247.50 8.25 REFL PAV MRK TY I (W) (ARROW) (100MIL) Quantity: 30 UOM: EA Unit price: $138.95 Total: $4,168.50 8.26 REFL PAV MRK TY I (W) (DBL ARROW) (100MIL) Quantity: 3 UOM: EA Unit price: $200.00 Total: $600.00 8.27 REFL PAV MRK TY I (W) (WORD) (100MIL) Quantity: 30 UOM: EA Unit price: $145.00 Total: $4,350.00 8.28 REF PAV MRK TY I (Y) 12" (SLD)(100 MIL) Quantity: 6177 UOM: LF Unit price: $3.00 Total: $18,531.00 8.29 REF PAV MRK TY I (Y) (MED NOSE)(100 MIL) Quantity: 11 UOM: EA Unit price: $432.00 Total: $4,752.00 8.30 PAV SURF PREP FOR MRK(4") Quantity: 6235 UOM: LF Unit price: $0.25 Total: $1,558.75 8.31 PAV SURF PREP FOR MRK(8") Quantity: 3518 UOM: LF _ Unit price: $0.35 Total: _ $1,231.30 8.32 PAV SURF PREP FOR MRK(12") Quantity: 8491 UOM: LF Unit price: $0.10 Total: $849.10 8.33 PAV SURF PREP FOR MRK(24") Quantity: 1013 UOM: LF Unit price: $0.35 Total: $354.55 9 Package Header STORM WATER POLLUTION PREVENTION Quantity: 1 Total: $73,133.00 Package Items 9.1 SOIL RETENTION BLANKETS (CL 1) (TY A) Quantity: 6186 UOM: SY Unit price: $1.50 Total: $9,279.00 9.2 ROCK FILTER DAMS (INSTALL) (TY1) Quantity: 70 UOM: LF Unit price: $70.00 Total: $4,900.00 9.3 ROCK FILTER DAMS (REMOVE) Quantity: 70 UOM: LF Unit price: $8.00 Total: $560.00 9.4 CONSTRUCTION EXITS (INSTALL) Quantity: 1170 UOM: SY Unit price: $27.00 Total: $31,590.00 - 9.5 CONSTRUCTION EXITS (REMOVE) Quantity: 1170 UOM: SY Unit price: $8.00 T $9,360.00 Page 13 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 Ncy 9.6 REINFORCED FILTER FABRIC BARRIER Quantity: 9170 UOM: LF Unit price: $1.30 Total: $11,921.00 9.7 GRAVEL BAGS(INSTALL) Quantity: 789 UOM: LF Unit price: $5.85 Total: $4,615.65 9.8 GRAVEL BAGS (REMOVE) Quantity: 789 UOM: LF Unit price: $1.15 Total: $907.35 1 Package Header IRRIGATION &PLANTING Quantity: 1 Total: $558,136.80 Package Items 10.1 IRRIGATION SYSTEM COMPLETE Quantity: 1 UOM: LS Unit price: $200,000.00 Total: $200,000.00 10.2 POWER: STEEL CHANNEL Quantity: 1 UOM: LS Unit price: $10,000.00 Total: $10,000.00 10.3 WATER METER/TAPS & FEES Quantity: 1 UOM: LS Unit price: $4,500.00 Total: $4,500.00 10.4 BORE AND SLEEVE 6" Quantity: 1175 UOM: LF Unit price: $26.00 Total: $30,550.00 10.5 CRAPE MYRTLE 'TUSCARORA' (45 GAL) Quantity: 12 UOM: EA Unit price: $515.00 Total: _ $6,180.00 10.6 LIVE OAK(65 GAL) Quantity: 20 UOM: EA Unit price: $1,000.0_01 Total: $20,000.00 10.7 DRAKE ELM (65 GAL) Quantity: 19 UOM: EA Unit price: $1,165.00 Total: $22,135.00 10.8 COTTON WOOD (65 GAL) Quantity: 23 UOM: EA Unit price: $1,000.001 Total: _ $23,000.00 10.9 MONTEZUMA BALD CYPRESS (65 GAL) Quantity: 24 UOM: EA Unit price: $1,030.35 Total: $24,728.40 10.10 TREE FORM WAX MYRTLE (45 GAL) Quantity: 36 UOM: EA Unit price: $529.00 Total: $19,044.00 10.11 TREE FORM YAUPON (45 GAL) Quantity: 46 UOM: EA Unit price: $529.00 Total: $24,334.00 10.12 DWARF BOTTLE BRUSH (5 GAL) Quantity: 114 UOM: EA Unit price: $42.00 Total: $4,788.00 10.13 BICOLOR IRIS (1 GAL) Quantity: 439 UOM: EA Unit price: $15.00 Total: $6,585.00 — 10.14 FLAX LILY(1 GAL) Quantity: 141 UOM: EA Unit price: $15.00 , Tr .,y $2,115.00 Page 14 of 15 pages Vendor:Triple B Services,LLP V 0418-33 Addendum 4 (This item has been deleted as part of an addendum. See 'Bid History'for details) 10.15 DAYLILY(1 GAL) 10.16 ASIAN JASMINE(1 GAL) Quantity: 331 UOM: EA Unit price: $10.60 Total: $3,508.60 10.17 LIRIOPE (1 GAL) Quantity: 310 UOM: EA Unit price: $10.60 Total: $3,286.00 10.18 PURPLE TRAILING (1 GAL) Quantity: 354 UOM: EA Unit price: $12.95 Total: $4,584.30 10.19 ROOT BARRIER Quantity: 10590 UOM: LF Unit price: $12.65 Total: $133,963.50 10.20 EXTERIOR LANDSCAPE MAINTENANCE Quantity: 3 UOM: MO Unit price: $4,945.00 Total: $14,835.00 1 Package Header CASH ALLOWANCES Quantity: 1 Total: $70,000.00 Package Items 11.1 FORCE ACCOUNT- FLAGMEN ($30,000) Quantity: 1 UOM: LS Unit price: $30,000.00 Total: $30,000.00 11.2 FORCE ACCOUNT- OFF-DUTY POLICE OFFICERS ($40,000) Quantity: 1 UOM: LS Unit price: _ $40,000.00 Total: $40,000.00 2 Package Header This item has been deleted as part of an addendum. See 'Bid History'for details TRAFFIC CONTROL 3 TRAFFIC CONTROL Quantity: 1 UOM: EA __ Unit price: No response Total: No response Page 15 of 15 pages Vendor:Triple B Services,LLP 0418-33 Addendum 4 CITY OF PEARLAND LGPP AWARD AND EXECUTION OF CONTRACT Section 00310-T ITEM 3L—LGPP AWARD AND EXECUTION OF CONTRACT 1. AWARD OF CONTRACT The Owner will award,reject, or defer the Contract within 90 days after the opening of the bid. The Owner reserves the right to reject any or all bids and to waive technicalities in the best interest of the Owner. 1.1. Award. The Owner will award the Contract to the low Bidder as determined by Section 00200,Article 16,Instructions to Bidders, and 00210-T LGPP Supplement to Instructions to Bidders. The Owner may award a Contract to the second lowest Bidder when the following requirements have been met: • The low Bidder withdraws its bid. • The low Bidder fails to enter into a contract with the Owner after Award • The second low Bidder's unit bid prices are reasonable. 1.2. Rejection. The Owner will reject the Contract if: • Collusion may have existed among the Bidders. Collusion participants will not be allowed to bid future bids for the same Contract. • The low bid is mathematically and materially unbalanced. The Bidder will not be allowed to bid future bids for the same Contract. • The lowest bid is higher than the Owner's estimate and re-advertising for bids may result in a lower bid. • Rejection of the Contract is in the best interest of the Owner. 1.3. Deferral. The Owner may defer the award or rejection of the Contract when deferral is in the best interest of the Owner. 2. RESCINDING OF AWARD The Owner reserves the right to cancel the award of any Contract before Contract execution with no compensation due when the cancellation is in the best interest of the Owner. The Owner will return the bid security to the Contractor. 3. DISADVANTAGED BUSINESS ENTERPRISE (DBE)/HISTORICALLY UNDERUTILIZED BUSINESS/SMALL BUSINESS ENTERPRISE (SBE) Submit all DBE/HUB/SBE information in the time frame specified when required by the bid documents. • 06-2018 00310-T 1 of 4 61 CITY OFPEARLAND LGPP AWARD AND EXECUTION OF CONTRACT 4. EXECUTION OF CONTRACT Provide the following within 10 days after written notification of award of the Contract: 4.1. Contract. Executed by Contractor and Surety. 4.2. Bonds. Executed performance bond,payment bond and maintenance bond in the full amount of the Contract price with powers of attorney. Provide bonds in accordance with Table 1. Furnish the payment,performance bonds and maintenance bonds as a guaranty for the protection of the claimants and the Owner for labor and materials and the faithful performance of the work. Table 1 Bonding Requirements Contract Amount Required Bonds Less than$25,000 None $25,000 to $100,000 Payment More than$100,000 Performance and Payment 4.3. Insurance. Submit a Certificate of Insurance showing coverage's in accordance with Contract requirements. Insurances must cover the contracted work for the duration of the Contract and must remain in effect until final acceptance. Failure to obtain and maintain insurance for the contracted work may result in suspension of work or default of the Contract. If the insurance expires and coverage lapses for any reason, stop all work until the Owner receives an acceptable Certificate of Insurance. Provide the Owner with a Certificate of Insurance verifying the types and amounts of coverage as outlined in the Attachment No. 3 to General Conditions of Agreement. The Certificate of Insurance must be in a form approved by the Owner.Any Certificate of Insurance provided must be available for public inspection. By signing the Contract,the Contractor certifies compliance with all applicable laws,rules, and regulations pertaining to workers' compensation insurance. This certification includes all subcontractors.Pay all deductibles stated in the policy. Subcontractors must meet the requirements of insurance either through their own coverage or through the Contractor's coverage. The Workers' Compensation policy must include a waiver of subrogation endorsement in favor of the Owner. For building-facilities Contracts,provide All Risk Builder's Risk Insurance to protect the Owner against loss by storm,fire or extended coverage perils on work and materials intended for use on the project including the adjacent structure. Name the Owner under the Lost Payable Clause. 06-2018 00310-T 2 of 4 62 CITY OF PEARLAND LGPP AWARD AND EXECUTION OF CONTRACT For Contracts with railroad requirements, see project-specific details for additional insurance requirements. Provide a substitute Surety on the Contract bonds in the original full Contract amount within 15 days of notification if the Surety is declared bankrupt or insolvent,the Surety's underwriting limitation drops below the Contract amount or the Surety's right to do business is terminated by the Owner. The substitute Surety must be authorized by the laws of the State and acceptable to the Owner. Work will be suspended until a substitute Surety is provided. Working day charges will be suspended for 15 days or until an acceptable Surety is provided, whichever is sooner. The work performed under this section will not be measured or paid for directly but will be subsidiary to pertinent items. 4.4. Railroad Documents. Provide all required documents for satisfaction of railroad requirements for projects that have work which involves railroad right of way. 5. FAILURE TO ENTER CONTRACT If the Contractor fails to comply with all of the requirements in Article 3.4., "Execution of Contract,"the bid guaranty will become the property of the Owner, not as a penalty,but as liquidated damages. The Contractor forfeiting the bid guaranty will not be considered in future bids for the same work unless there has been a substantial change in design of the work. 6. APPROVAL AND EXECUTION OF CONTRACT The Contract will be approved and signed under authority of the Owner. 7. RETURN OF BID GUARANTY The bid guaranty check of the low Bidder will be retained until after the Contract has been rejected or awarded and executed.Bid bonds will not be returned. 8. BEGINNING OF WORK Do not begin work until authorized in writing by the Owner. When callout work is required,provide a method of contact available from 8 A.M. until 5 P.M. every work day and 24 hr. a day, 7 days a week for projects with emergency mobilization, unless otherwise shown on the plans. The time of notice will be the transmission time of the notice sent,provided orally, or provided in person by the Owner's representative. Verify all quantities of materials shown on the plans before ordering. 06-2018 00310-T 3 of 4 63 CITY OF PEARLAND LGPP AWARD AND EXECUTION OF CONTRACT For projects with alternate bid items,the work order will identify the base bid work and additive or deductive alternate work to be performed. The Owner makes no guarantee that the additive or deductive alternate work will be required. 9. ASSIGNMENT OF CONTRACT Do not assign, sell,transfer, or otherwise dispose of the Contract or any portion rights,title, or interest(including claims)without the approval of the Owner or designated representative. The Owner must deem any proposed assignment. justified and legally acceptable before the assignment can take place. 10. EXCLUDED PARTIES The Contractor certifies by signing the Contract that the Contractor will not enter into any subcontract with a subcontractor that is debarred or suspended by the Owner or by any state or federal agency. 06-2018 00310-T 4 of 64 BIDDER'S CERTIFICATION OF CITY OF PEARLAND COMPLIANCE WITH BUY AMERICAN PROGRAM Document 00456 BIDDER'S CERTIFICATION OF COMPLIANCE WITH BUY AMERICAN PROGRAM (AVIATION SAFETY AND CAPACITY EXPANSION ACT OF 1990) By submitting a bid, except for those items listed by Bidder below or on additional copies of this page, attached to this page, Bidder certifies that steel and each manufactured product, is produced in the United States (as defined in the clause Buy American - Steel and Manufactured Products for Construction Contracts) and that components of unknown origin are considered to have been produced or manufactured outside the United States. In case of conflicts with corresponding provisions of other Bidding Documents, Buy American Program provisions govern. Bidders may obtain from the City a list of products excepted from this provision. Use additional copies of this page as required. PRODUCT COUNTRY OF ORIGIN .411.._VieL0k13 The above information is true and complete to the best of my knowledge and belief. Donna Burke (Prin • or typed Name••S Signatory) .91 .`' September 13, 2018 Sign.tare Date Note: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. END OF DOCUMENT 00456-1 02-01-2004 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor doing business with local governmental entity this questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who Date Received has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code.An offense under this section is a misdemeanor. II Name of vendor who has a business relationship with local governmental entity. Triple B Services, LLP 2 Check this box if you are filing an update to a previously filed questionnaire.(The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) 11 Name of local government officer about whom the information is being disclosed. NA Name of Officer Describe each employment or other business relationship with the local government officer,or a family member of the officer,as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employment or business relationship described. Attach additional pages to this Form _ CIQ as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? Yes No B. Is the vendor receiving or likely to receive taxable income,other than investment income,from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? Yes No J Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director,or holds an ownership interest of one percent or more. NONE -j . Check this box if the vendor has given the local government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). ribt.i ..tiiv, Sept 13, 2018 igre of vendor doing business with the governmental entity Date Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 - CONFLICT OF INTEREST QUESTIONNAIRE For vendor doing business with local governmental entity A complete copy of Chapter 176 of the Local Government Code may be found at http://www.statutes.legis.state.tx.us/ Docs/LG/htm/LG.176.htm. For easy reference,below are some of the sections cited on this form. Local Government Code§176.001(1-a):"Business relationship"means a connection between two or more parties based on commercial activity of one of the parties. The term does not include a connection based on: (A) a transaction that is subject to rate or fee regulation by a federal,state,or local governmental entity or an agency of a federal,state,or local governmental entity; (B) a transaction conducted at a price and subject to terms available to the public;or (C) a purchase or lease of goods or services from a person that is chartered by a state or federal agency and that is subject to regular examination by, and reporting to,that agency. Local Government Code§176.003(a)(2)(A)and(B): (a) A local government officer shall file a conflicts disclosure statement with respect to a vendor if: (2) the vendor: (A) has an employment or other business relationship with the local government officer or a family member of the officer that results in the officer or family member receiving taxable income, other than investment income, that exceeds $2,500 during the 12-month period preceding the date that the officer becomes aware that (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor; (B) has given to the local government officer or a family member of the officer one or more gifts that have an aggregate value of more than$100 in the 12-month period preceding the date the officer becomes aware that: (i) a contract between the local governmental entity and vendor has been executed;or (ii) the local governmental entity is considering entering into a contract with the vendor. Local Government Code§ 176.006(a)and(a-1) (a) A vendor shall file a completed conflict of interest questionnaire if the vendor has a business relationship with a local governmental entity and: (1) has an employment or other business relationship with a local government officer of that local governmental entity,or a family member of the officer,described by Section 176.003(a)(2)(A); (2) has given a local government officer of that local governmental entity,or a family member of the officer,one or more gifts with the aggregate value specified by Section 176.003(a)(2)(B),excluding any gift described by Section 176.003(a-1);or (3) has a family relationship with a local government officer of that local governmental entity. (a-1) The completed conflict of interest questionnaire must be filed with the appropriate records administrator not later than the seventh business day after the later of: (1) the date that the vendor: (A) begins discussions or negotiations to enter into a contract with the local governmental entity; or (B) submits to the local governmental entity an application,response to a request for proposals or bids, correspondence, or another writing related to a potential contract with the local governmental entity;or (2) the date the vendor becomes aware: (A) of an employment or other business relationship with a local government officer, or a family member of the officer,described by Subsection(a); (B) that the vendor has given one or more gifts described by Subsection(a);or (C) of a family relationship with a local government officer. Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 67 - CONFLICT OF INTEREST QUESTIONNAIRE As of January 1, 2006, the Texas Local Government Code Chapter 176 requires all vendors and potential vendors who contract or seek to contract for the sale or purchase of property, goods, or services with any local government to complete and submit a Conflict of Interest Questionnaire. In filling out the questionnaire, the following are current City Council members and City employees who may either recommend or approve bid awards. City Council: Mayor Tom Reid Councilmember Tony Carbone Councilmember Derrick Reed Councilmember Gary Moore Councilmember Keith Ordeneaux Councilmember J. David Little Councilmember Trent Perez Councilmember Woody Owens City Staff: City Manager Clay Pearson Director of Finance Cynthia Pearson Assist. Director of Finance Rick Overgaard Purchasing Officer Bob Pearce CITY OF PEARLAND STANDARD FORM OF AGREEMENT • • Section 00500 STANDARD FORM OF AGREEMENT (LGPP) THIS AGREEMENT is by and between City of Pearland (hereinafter called OWNER or City) and Triple B Services, LLP (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK CONTRACTOR shall complete all work as specified or indicated in or reasonably inferable from the Contract Documents (hereinafter the "Work"). The Work is generally described as follows: Hughes Ranch Road (CR 403) From Smith Ranch Road to Cullen Blvd. City of Pearland, Texas COP PN: TR1201 BID NO.: 0418-33 1111 The Disadvantaged Business Enterprise (DBE) goal for this project is 6.5%. The Small Business Enterprise (SBE) goal for this project is 0.0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Article 2. ENGINEER The Work has been designed by BGE, Inc. 10777 Westheimer, Suite 400, houston, Texas 77042, (281)557-8700 who is hereinafter called ENGINEER and who is to assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME 3.1 The Work will be Substantially Complete (as defined in Article 1 of the General Conditions) within 730 days (including weekends and holidays) from the date when the Contract Time commences to run as provided in paragraph 5.01 of the General Conditions (as revised in the Special Conditions if applicable), and completed and ready for Final Payment within 760 days from the date when the Contract Time commences to run. No work will be allowed on Sundays. 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 5 of the General Conditions. OWNER and CONTRACTOR also recognize the delays, expense, and difficulties 2-2015 00500- 1 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER one thousand dollars $1.000.00 for each day that expires after the time specified in paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the time set out in the Certificate of Substantial Completion or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER one thousand dollars $1,000.00 for each day that expires after the time specified in the Certificate of Substantial Completion for completion and readiness for Final Payment. 3.3 Inspection Time. Working hours for the Pearland Inspection personnel are from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding City approved holidays. The Contractor shall notify the OWNER of any required inspection overtime work at least 48 hours in advance and shall pay the overtime wages for the required City inspections. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for completion of the Work in strict accordance with the Contract Documents in current funds $16,683,347.60 (the"Contract Price"). The Contract Price includes the Base Bid as shown in Document 00300—Bid Proposal. Article 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 6.0 "Measurement_and Payment" of the General Conditions. Application for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER as provided below. All progress payments will be on the basis of the progress of the Work and actual quantity of Work completed, in accordance with Article 6 "Measurement and Payment"of the General Conditions. 5.1.1 Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage or actual quantity of Work complete, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with the General Conditions. The OWNER shall make payment within 30 days of receipt of application for payment by the ENGINEER. 5.1.2 Each progress payment shall be less retainage as specified in Paragraph 6.06 of the General Conditions, and further less all previous payments and all 2-2015 00500-2 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT further sums that may be retained by the OWNER under the terms of this Agreement. It is understood, however, that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the CONTRACTOR, the OWNER may upon written recommendation of the ENGINEER pay a reasonable and equitable portion of the retained percentage to the CON TRACTOR, or the CON TRACTOR at the OWNER's option, may be relieved of the obligation to fully complete the Work and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under"Final Payment." 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 6.09 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 6.09. Article 6. INTEREST Interest on any overdue payment from OWNER to CONTRACTOR shall be paid in accordance with the provisions of Chapter 2251.025 of the Texas Government Code, as amended. Article 7. CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. 7.2 CONTRACTOR has studied carefully all available surveys, assessments, reports of explorations, investigations, and tests of subsurface conditions and drawings of physical conditions of the site. Such technical reports and drawings are not Contract Documents, and Owner makes no representations or warranties as to the accuracy of such documents or information, or to whether or not they are complete, comprehensive, or all-inclusive. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraphs 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work, and CONTRACTOR assumes the risk of such subsurface and physical conditions, and shall furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, 2-2015 00500-3 of 7 70 CITY OF PEARLAND STANDARD FORM OF AGREEMENT investigations, explorations,tests,reports, and studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4 CON TRACTOR has reviewed and checked all information and data shown or indicated on the Contract documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and finish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CON TRACTOR has correlated the results of all such observations, examinations, investigations, explorations,tests, reports, and studies with the terms and conditions of the Contract Documents. 7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies in the Contract Documents of which Contractor knew or should have known, and CONTRACTOR shall perform the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including any written resolution of any such conflict, error or discrepancy by ENGINEER. In the event of a conflict that was not brought to the OWNER's or ENGINEER's attention prior to the bid, the CONTRACTOR is assumed to have bid the most expensive alternative. Article 8. CONTRACT DOCUMENTS The Contract Documents, which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work, consist of the following, each of which are incorporated herein by reference: 8.1 Standard Form of Agreement(Section 00500). 8.2 Performance, Payment, and/or Maintenance Bonds (Sections 00610, 00611, and 00612). 8.3 General Conditions of Agreement (Section 00700), including Attachment No. 1 Workers' Compensation Insurance Coverage, Attachment No. 2 Agreement for Final Payment and Contractor's Sworn Release, and Attachment No. 3 Owner's Insurance Requirements of Contractor. 8.4 Special Conditions of Agreement(Section 00800). 8.5 TxDOT Local Government Project Procedures documents (Section 00850). 8.6 Plans, consisting of sheets numbered 1 through [ _ edit as required] inclusive with attachments with each sheet bearing the following general title: Hughes Ranch Road(CR 403). 2-2015 00500-4 of 7 71 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 8.7 Instructions to Bidders and CONTRACTOR's Bid Proposal, including any Addenda referenced therein. 8.8 Technical Specifications for the Work. 8.9 The following, which may be delivered or issued after this Agreement becomes effective: Any Change Orders or other documents amending, modifying, or supplementing the Contract Documents in accordance with the General Conditions. There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified or supplemented as provided in the General Conditions. Article 9. MISCELLANEOUS 9.1 Terms used in this Agreement which are defined in Section 1, "Definitions and Interpretations" of the General Conditions will have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER and CON IRACTOR each binds itself, its partners, successors, assigns and legal representative to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9.4 CONTRACTOR agrees to warranty the Work for a period of one (1) year from Substantial Completion against defects in materials and workmanship. CON TRACTOR agrees to repair or replace any defective work within this warranty period immediately unless such repairs require long lead time materials and equipment in which case CON TRACTOR shall provide an agreeable schedule for repairs at no additional cost to OWNER. 9.5 The Work will be completed according to the Contract Documents and in accordance with codes, ordinances, and construction standards of the City of Pearland, and all applicable laws, codes and regulations of governmental authorities. 9.6 In the event any notice period required under the Contract Documents is found to be shorter than any minimum period prescribed by applicable law, the notice period required shall be construed to be the minimum period prescribed by applicable law. 2-2015 00500-5 of 7 72 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 9.7 This Contract and the Contract Documents, insofar as they relate in any part or in any way to the Work undertaken therein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between said parties, except as aforesaid, and that any additions thereto or changes shall be in writing. 9.8 The provisions of this Contract shall be applied and interpreted in a manner consistent with each other so as to carry out the purposes and the intent of the parties, but if for any reason any provision is unenforceable or invalid, such provisions shall be deemed severed from this Contract and the remaining provisions shall be carried out with the same force and effect as if the severed provision had not been part of this Contract. 9.9 The headings of the paragraphs are included solely for the convenience of reference and if there is any conflict between the headings and the text of this Contract, the Contract text shall control. 9.10 The waiver of any breach hereof shall not constitute a waiver of any subsequent breach of the same or any other provision hereof. Failure by the OWNER in any instance to insist upon observance or performance by CONTRACTOR shall not be deemed a waiver by CONTRACTOR of any such observance or performance. No waiver will be binding upon OWNER unless in writing and then will be for the particular instance only. Payment of any sum by OWNER to CONTRACTOR with knowledge of any breach or default will not be deemed a waiver of such breach or default or any other breach or default. 9.11 The CON TRACTOR acknowledges that the OWNER(through its employee handbook) considers the following to be misconduct that is grounds for termination of an employee of the OWNER: Any fraud, forgery,misappropriation of funds, receiving payment for services not performed or for hours not worked,mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the OWNER. The CONTRACTOR agrees that it will not, directly or indirectly; cause an employee of the OWNER to engage in such misconduct. 9.12 The CONTRACTOR agrees to comply with Appendix A (attached) of the City of Pearland's Title VI Nondiscrimination Plan Assurances. 2-2015 00500-6 of 7 73 CITY OF PEARLAND STANDARD FORM OF AGREEMENT IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and one to CONTRACTOR. This Agreement will be effective upon execution and attestation by authorized representatives of the City of Pearland and upon the following date: ,20_. OWNER: CST'i • --1.�' •. U l • CITY OF PE AND I. 12_ By: IMIM 11I4 By: L Title: C!) /k", Title: r, i PGk— Mt yet YC�► Date: llI2'2� g) Date: (Corporate Seal) ATTEST ATTEST AACt, G(,t(,/1 Address for giving notices Triple B Services, L.L:R. 820 Old Atascocita Road Huffman, TX 77336 Phone:6cb\--30ti =Jp�CQ I-i Fax: -3 aU 130(4 Agent for service of process: END OF SECTION 2-2015 00500-7of7 74 Title VI Nondiscrimination Assurances 00500 Standard Form of Agreement APPENDIX A During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor") agrees as follows: (1) Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally-Assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. (2) Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. (3) Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. (4) Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sub-Recipient or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Sub-Recipient, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. (5) Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract,the Sub-Recipient shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to: (a) withholding of payments to the contractor under the contract until the contractor complies, and/or (b) cancellation, termination or suspension of the contract, in whole or in part. 75 (6) Incorporation of Provisions:The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Sub-Recipient or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for non-compliance. Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Sub-Recipient to enter into such litigation to protect the interests of the Sub-Recipient, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. 76 CITY OF PEARLAND STANDARD FORM OF AGREEMENT APPENDIX B House Bill 89 Verification b3NACk_Eg (Person name), the undersigned representative (hereafter referred to as "Repre( entative") of ` 1%0 Ser ok C-t- (company or business name, hereafter referred to as "Business Entity"), being an adult over the age of eighteen (18)years of age, after being duly sworn by the undersigned notary, do hereby depose and affirm the following: 1. That Representative is authorized to execute this verification on behalf of Business Entity; 2. That Business Entity does not boycott Israel and will not boycott Israel during the term of any contract that will be entered into between Business Entity and the City of Pearland; and 3. That Representative understands that the term "boycott Israel" is defined by Texas Government Code Section 2270.001 to mean refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action made for ordinary business purposes. .1„._41kk_bw-Lic SIGNATURE OF REPRESENTATIVE LkSUBSC BEDND SWORN TO BE RRE ME, the undersigned authority, on this I day of W\(^ , 20 t . Notary Public ITE �V ;/,� CINDY MELBY �▪ P' ' Notary Public,State of Texas .r ; Comm.Expires 10-09-2022 '%i o�„��`�� Notary ID 131763654 77 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 , -- Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2018-426941 Triple B Services, LLP Huffman,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 11/19/2018 being filed. City of Pearland Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. COP PN:TR 1201 Hughes Ranch Road(CR 403) Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary Burke,Charles Huffman,TX United States X Burke, Keith Huffman,TX United States X Burke, Kevin Huffman,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is Donna Burke , and my date of birth is 11/16/1968 My address is 820 Old Atascocita Road Huffman TX 77336 US (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in HARRIS __County, State of TEXAS ,on the 16thday of November 20 18 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711 Bond Number 022-221-705 CITY OF PEARLAND PERFORMANCE BOND Section 00610 PERFORMANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That Triple B Services., LLP of the City of Huffman , County of Harris , and State of Texas, as principal, and Liberty Mutual Insurance Company authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner), in the penal sum of$ 16.683.347.60* for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns,jointly and severally, by these presents: *Sixteen Million, Six Hundred Eighty- Three Thousand, Three Hundred Forty-Sever WHEREAS, the Principal has entered into a certain written contract with the Owned; adc1tP as of the day of , 20 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Hughes Ranch Road (CR 403) From Smith Ranch Road to Cullen Blvd. City of Pearland,Texas COP PN: TR1201 BID NO.: 0418-33 which Contract, including the Contract Documents as defined therein, is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Contract Work and shall in all respects duly and faithfully observe and perform all and singular the covenants, conditions, and agreements in and by said Contract agreed and covenanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and Contract Documents, then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. 12/2007 00610- 1 of 2 79 • CITY OF PEARLAND PERFORMANCE BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 16th day of November ,2018. Principal: Surety: Tr;P1P Libe ual Insurance Com O(9Jt .* Jlr Overbey, JTitle: J( aMtV11Okc Title: Attorney in Fact Address: Address: R70 Old Atascocita Road 7900 Windrose Avenue Huffman TX 77336 Plano TX 75024 Telephone: 281-324-3264 Telephone: 469-997-6739 Fax: 281-324-1304 Fax: 866-546-9684 NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION • 12/2007 00610-2 of 2 80 • Bond Number 022-221-705 CITY OF PEARLAND PAYMENT BOND Section 00611 PAYMENT BOND STATE OF'TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That Triple B Services, LLP of the City of Huffman , County of Harris , and State of Texas, as principal, and Liberty Mutual Insurance Company authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner), in the penal sum of$ 16,683,347.60* for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns,jointly and severally,by these presents: *Sixteen Million, Six Hundred Eighty-Three Thousand, Three Hundred Forty-Seven & 60/100 WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as of the day of , 20 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Hughes Ranch Road (CR 403) From Smith Ranch Road to Cullen Blvd. City of Pearland,Texas COP PN: TR1201 BID NO.: 0418-33 which Contract, including the Contract Documents as defined therein, is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor or material to him or a subcontractor in the prosecution of the Work provided for in said Contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. 07/2006 00611 - 1 of 2 81 CITY OF PEARLAND PAYMENT BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 16th day of November , 20 18. Principal: Surety: Triple B Services LLP Libe ual Insurance Coir ,:. By: `C By: e,..est,�. (� (� 1 - / Robert M. Overbey, Jr. Title: 5( (Q�C.� hX7l ALvIts Q4C.Y Title: Attorney in Fact Address: Vv Address: 820 Old Atascocita Road 7900 Windrose Avenue Huffman TX 77336 Plano TX 75024 Telephone: 281-324-3264 Telephone: 469-997-6739 Fax: 281-324-1304 Fax: 866-546-9684 • NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 07/2006 00611 .2 of 2 82 Bond Number 022-221-705 CITY OFPEARLAND ONE-YEAR MAINTENANCE BOND Section 00612 ONE-YEAR MAINTENANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § • KNOW ALL MEN BY THESE PRESENTS: That Triple B Services, LLP of the City of Huffman , County of Harris , and State of Texas, as principal, and Liberty M»t»a1 Insurance Compavy authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner), in the penal sum of$ 16,683,347.60* for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns,jointly and severally,by these presents: *Sixteen Million, Six Hundred Eighty-Three Thousand, Three Hundred Forty-Seven & 60/10( WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as of the day of , 20 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Hughes Ranch Road (CR 403) From Smith Ranch Road to Cullen Blvd. City of Pearland,Texas COP PN: TR 1201 BID NO.: 0418-33 which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully correct all such work not in accordance with the Contract Documents discovered within the one-year period from the date of substantial completion, then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. 07/2006 00612- 1 of 2 83 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 16th day of November ,2015• Principal: Surety: Tripl B Services, T,T,P Li Mtitnal Tncnranra C (� �i Robert M. Overbey, Jr. Title: 3 Pib� I ,dIMtY1 c,7eTitle: Attorney in Fact Address: Address: 820 Old Atascocita Road 7900 Windrose Avenue Huffman TX 77336 Plano TX 75074 Telephone: 281-324-3264 Telephone: 469-997-6739 Fax: 281-324-1304 Fax: 866-546-9684 NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 07/2006 00612-2 of 2 84 -THIS POWER=CF =•ATTORNEY ISNOT.VALID' N UNLESS IT IS-PRINTED ORED BACKGROUND.' :, : - _ ._-This:Po_wero_f Attorney limits the acts of those named he_rein,.and they have no authority to bind the Company except in the to:the:ezte`nt herein.stated;�_; ,` _- - - ' - _ _ _ - _ : _ - _ ----Certificate No;"81:70535 =- - _ - -_ . - _ - _- _ - Liberty Mutual Insurance_Company, -_ -- - -_ .; - _ - -- ▪ = - _ = _ _ _ __•r,_ __- - __' - : _ _ :- The Ohio Casualty Insurance Company_ _ _ -WestAmerican.Insurance Company = _ _ - ' - _ - _ :- - POWEROF-ATTORNEY= - _ - '-'5:----;--T--- _ '----2:."-- KNOWN-ALL_PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the,laws of the,Stete'of-Newr-Hampshire,that, -c-:Liberty Mutual Insurance Company"is a corporation duly organized under.the laws of•the-State of Massachusetts;and=West American.Insurance Company=isfa corporation duly,'" ;organized under_the laws of the State- of Indiana,(herein collectively called the"Companies"),pursuant to and by authority herein set forth;does hereby.name;--constitute_and.appoint; - Carol E.Hock;Suzonne D.Lawrence;Lauren0:-Moudy;Robert M:Overbey,Jr._ = - -. - _ -- - -, .._ -_ - ._ - = all ofiihe city of Houston :" -,state-of--TX--.-- - --- -- each individuallyif there be:more-than:one named,its trueand:lawful.attorney=in=fact.to make;:execute seal,;ecknowledge and deliver,for and-on its behalf as surety and as:its act aodTdeed anyand all undertakings,bonds;recognizances and bthet surety obligations;inpursuance ofthese presents and shall::-_:v-- be as:binding-upon the-Companies as:if they havebeen-duly signed by;the=president and.attested=by the.secretary Of the:Companies in theirown proper persons.- = - IN WITNESS_WHEREOF,this Power of Attorneyhas been subscribed;by an authorized officer or official of the Companies-and the:corporateseals of the-Companies,have been affixed; --:.--_,Z_------: • - thereto this 3rd- =day of -August .-...-=..-.•.: 2018 = := -- ;- . _ 7-------->, "- - _ - :CO'NSU . - - Pv;4NSUq�_ yr,k{NSUgq - - - - _ - _ - - - - yJ4�cgoal, ,Ir-s.- �y - - Jti� oN'oR,1/'I'� ; �F\;'o�ono'% - The Ohio Casualt InBUrance"Com an - a ce_;-., m _ -c F , n y P y- 0 1919-_/ LL4i - _ _ LlbertyMuuallnsuranceComy; -, ��. 'k01Ft10. - - -_' _ 24.:77-_-79....-, _ _ ^\. "5 -c -STATE OFPENNSYLVANIK- _ -"ss- - - - _ _ - David M:Ca ;A re ssistant Secretary-_- _ _- - � _ e :1 -MONTGOMERY. - - : - - - - - : - - - - - . =c Ea ;On this_3rd=-day-of-August. . --- =2018,before me personally appeared-David M.Carey,who acknowledged himself to the Assistant.Secretary.of Liberlyy-Mutual=Insurance._ u e, Company_The.Ohio:CasualtyCompa4,and.West Amencan-Insurance Company;and that-he, as=such;-being authorized so-to do;execute the;foregoing mstrumentfor-the,purposes_7;,2 a72.:therein contained-bysi ning on.behalf of the corporations by himself as a_duly authorized.officer. - _ _ '-....'..::::: -7-;:3-2'-'1' _E?E -O:!:-'IN WITNESS WHEREOF;I have hereunto_subscribed my_name and-affixed my notarial seal at King of Prussia;Pennsylvania,on the day and-yearfirst above written. -—;_-_-1.,,, _ _Oz-CL y;ls p FAST - . - COMMONWEALTH OF PENNSYLVANIA = - ' i = - et_ ------ ��`- �s v : _ Notarial Seal'•- • T -,11-.40'..:::::^ d.. Teresa Pastella,-Nolary Public _�� -- .-- .�By: v� O' - - - _ - QF upper Marion Twp.;Montgomery_County. = _Teres a_Pastella;Notary'Pubiic-__ ;` - := - :. - _- - _. _ - 'u a3-- - : _ -My.Commission Expires-March 28,2021-- ,..„----,1,:.-7-z-,-_-'.:—..----•-: _ _ _1 r - _ r _• _ Gyq�PVgV - Member,Pennsylvania Association of Notaries ., - t _ _ l CI--E C-m, This PoWei--...61 Attorney is made and executed pursuant to.and by authority of the following By-laws and Authorizat_ions_of_The-Ohio Casualty-Insurance•Company Liberty Mutuals. _ "- Insurance Company and West-American Insurance Company which resolutions are novi-in full force and effect reading a`s follows = _ - _ - _ -_ -= C -m-a=ARTICL-E IV=.OFFICERS=Section 12,Powerof Attorney.Any officer or other official of the-Corpora-ion authorized for that purpose in-writing by the_Chairmenprthe President;and subject; ;O=c tC;-. o.such limitation'as tfie_Chairman or the President may prescribe,shall appoint such;attorneys-in=fact,as-may be,necessary to act=in-behalf of the=Corporation tamake;execute seal=-4- 0. c• acknowledge:and del';ver-as surety any and all undertakings,bonds,-recognisances and other surety;obligations:Such attorneys=in-fact;subject to the-limitations set,forth in their-fespective =� 1==�,, powers-of attorney,:shall-have'full power to bind:the Corporation.by their signature and execution of-any such instruments,and to attach-thereto the seal_of the Corporation,.When so :ami -O-to executed;such instruments-shall be as-binding as y signed.bythe President and attested to:by the Secretary_=Any power or--authority g?anted.to any representative or attorney-in=fact under_ _>;o ""'- =the provisionsFof_this article_may tie revoked-at; _ any time.by-the Board,-the Chairman;the-_President or by the officer or.officers granting such power or authority. -= L;4; a: ARTICLE XIII_Execution of Contracts:-.SECTION 5.,Surety Bonds andlUndertakin s Any_officer of the-Company"authorized for that prpose in wntmg by the chairman or the_ resident-:=5... _ >_:E-:and subject to such limitations:as the chairman:or the president may prescribe;shall appoint such attorneys-in-fact,,-as may be_necessary to:act in behalf of the;Cornpar y to make;."exec-ute; =M: 46,'5: seal,acknowledge and deliver as surety any and all undertakings,bonds;-recognizances and other-surety_obligationk Such attorneys-in=fact-subject to-the limifelionse'seFforth in thein:=c Z:_v--respective powers of attorney,shall have full power to bind-the Company by.their Signature and execution.of any such instruments andto-attach thereto the seal of the:CompariyW :=. hen sor_0 Co- "executed such instruments shall be as binding as if signed=by the president and attested bythe.secretary - _ - .:, _a co_ Certifcatof.e Designation=The President-ofthe Company,.acting pursuant to the Bylaws ofthe Company,=authorizes-David M Carey Assistant Secretary to appoinfsuch attorneys in fact as may he necessary-to act.on behalf-5f the-Company to make,:execute;seal,acknowledge:and=deliver-as suretyanyand all undertakings,..bonds;re-c'ognizancees_andother.-surety=- _"obligations:' 5`1 - - _ • - : -• - • • ;-- - _ - - :-:,•::.• - : _ _ = - - .Authorization."-By unanimous consent ofthe.Companys Board of Directors;the Company-consents that facsirnile or mechanically reproduced signature of any ssistant secretary of the -> _Company,wherever appearing_upon a certified_copy of=any power-of,attorney issued by theeCompany;in connection-with surety bonds,shall be-valid`and binding upon the:Company with :=,,._--_,- -- _ -' the same force and effect:as though manually affixed::7---- -- _ - - - -= - _- `-.I, Renee=C; L_lewell n-the-undersi ned Assistant Secretary, The"Ohio:Casualt.Insurance ComPanX Liberty-Mutual Insurance Company and West Amencan lnsuranceCqmpany- -do- = hereb_certifythat the original powerof attomeyof-which the-foregoing'is_a full, true and co redt copy of the Power of Attorney executed by said_Companies;is'in full force and effect and- _- ' has not beenrevoked. _- : _ - - - • J- / - -- 'IN-TESTIMONY_WHEREOF_;I have hereunto set m_y hand and affixed the_seals of said Companies this I - - day of= crux/1/1 ~- ---- - _ = 20 _ _ P\•(_Y IN.S(y�, _ PL INSUC,9 _ -�j-INSUN,, - - - _ - _ - -_^- - - " - - _ -- _--- - _ eJ '' ill�Syr - -- z ') e- ---Renee C.Llewe sststant Secretary = - - - _ _ : - : - • - - - _ _ • _ -•- - =280'of-306:=-=-- -- LMS-12873:022017. - - - - - - - _ _ - - - - _ - - _ • AA: liberty A ` Mutual. SURETY TEXAS TEXAS IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call toll-free for information or to Usted puede Hamar al numero de telefono gratis make a complaint at para informacion o para someter una queja al 1-877-751-2640 1-877-751-2640 You may also write to: Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 2200 Renaissance Blvd., Ste. 400 King of Prussia,PA 19406-2755 King of Prussia,PA 19406-2755 You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion coverages,rights or complaints at acerca de companias, coberturas, derechos o 1-800-252-3439 quejas al 1-800-252-3439 You may write the Texas Department of Insurance Puede escribir al Departamento de Seguros Consumer Protection(111-1A) de Texas Consumer Protection(111-1A) P. O.Box 149091 P.O.Box 149091 Austin,DC 78714-9091 Austin, TX 78714-9091 FAX: (512)490-1007 FAX#(512)490-1007 Web: http://www.tdi.texas.gov Web:http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Should you have a dispute concerning your Si tiena una disputa concemiente a su prima o a premium or. about a claim you should first un reclamo, debe comunicarse con el agente o contact the agent or call 1-800-843-6446. primero. Si no se resuelve la disputa, puede If the dispute is not resolved,you may contact the entonces comunicarse con el departamento(TDI) Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR UNA ESTE AVISO A SU POLIZA: POLICY: This notice is for information only and does not Este aviso es solo para proposito de informacion become a part or condition of the attached y no se convierte en parte o condicion del document. documento adjunto. NP 70 68 09 01 LMS-15292 10/15 ACo CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 11/19/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED --PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lennie Gaza Bowen, Miclette&Britt Insurance Agency, LLC PHONEN Ext):713-880-7100 FAX No):713-880-7166 1111 N.Loop West,Suite 400 EMAIL Houston TX 77008 ADDRESS: certificates@bmbinc.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Amerisure Insurance Company 19488 INSURED TRIPLEBSER INSURER B:Navigators Ins Co 42307 Triple B Services, LLP 820 Old Atascocita Road INSURER c:Great American E&S Insurance Company 37532 Huffman TX 77336 INSURER D:Amerisure Mutual Insurance Company 23396 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1971042153 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSD SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MMIDD/YYYY) (MMIDD/YYYY) D X COMMERCIAL GENERAL LIABILITY Y Y CPP20610680902 4/5/2018 4/5/2019 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X jECOTr LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ iUTOMOBILE LIABILITY Y Y CA20610670902 4/5/2018 4/5/2019 COMBINED SINGLE LIMIT (Ea accident) $1,000 000 .( ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) B X UMBRELLA LIAB X OCCUR Y Y CH18EXC704733IV 4/5/2018 4/5/2019 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED RETENTION$ $ A WORKERS COMPENSATION Y WC206106309 4/5/2018 4/5/2019 X PER 0TH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Professional PCM327355303 4/5/2018 4/5/2019 Each Claim 1,000,000 Aggregate 2,000,000 Retention 25,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Contractors Pollution Liability PCM327355303 Great American E&S Insurance Company 4/5/2018-4/5/2019 $5,000,000 Per Occurrence $10,000,000 Aggregate The following policy provisions and/or endorsements form part of the policies of insurance represented by this certificate of insurance. The terms contained in See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Pearland 3519 Liberty Drive Pearland TX 77581 AUTHORIZED REPRESENTATIVE e,,e4? ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: TRIPLEBSER LOC#: ACCORD 0 ADDITIONAL REMARKS SCHEDULE Page 1 of 1 -Y NAMED INSURED )n,Miclette&Britt Insurance Agency,LLC Triple B Services,LLP 820 Old Atascocita Road POLICY NUMBER Huffman TX 77336 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE the policies and/or endorsements supersede the representations made herein. Electronic copies of the policy provisions and/or endorsements listed below are available by emailing: certificates@bmbinc.com General Liability: Blanket additional insured Ongoing Operations per form#CG 70 85 10 15 Blanket additional insured Completed Operations per form#CG 70 8510 15 Blanket waiver of subrogation per form#CG 70 63 04 17 Blanket primary/non-contributory per form#CG 70 85 10 15 Automobile: Blanket additional insured per form#CA 71 65 09 11 Blanket waiver of subrogation per form#CA 71 18 11 09 Blanket primary/non-contributory per form#CA 71 65 09 11 Worker's Compensation: Blanket waiver of subrogation per form#WC 42 03 04 B Umbrella: Blanket additional insured per form#NAV-EXC-0001 (04/10) Blanket waiver of subrogation per form#NAV-ECD-6012(01/11) Blanket primary/non-contributory per form#NAV-EXC-348A(01/11) Certificate Holder to include:City of Pearland,Texas Department of Transportation and BGE,Inc. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY: PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED. ENDORSEMENT - FORM A This endorsement mbdifies insurance provided under the folloWing: •COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy NuMber Agency Number Policy Effective Date CPP20610680902 076530 04/05/2018 Policy Expiration Date Date Account Number 04105/2019 11650 679 Nanitd Insured Agency Issuing Company TRIPLE B _SERVICES „LLP BOWEN MICLETTE k BRITT AMERISURE. MUTUAL INSURANCE LLC COMPANY 1.. a. SECTION II-WHO.IS AN INSURED is amended to add as an additional insured.a!:ly person organization whom you are required to add as an additional insured on this policy under a written contract or written. agreementrelating to your buSiness. b. The written contract or written agreement must: (0' Require additional in red status for a time period during the term of this policy;and (2) Be:ekecuted prior to the"bodily injury , "property damage", or'personal and adVertising injury" leading to a claim tiriderthis poliey. lf, however: (1) "Your work"began under a letter of intent or work order; and (2) The letter of intent or work order led to a written contract or written agreement within 30 days of beginning Such Wcirk; and (3) Your customers customary contracts require persons or organizations to be named as additional insureds; we will provide additional insured status as spetified inthis endorsement.. 2. The insurance provided underthisendorsement islimited as follows: a. That person or organization is an additional insured only With retpect to liability caused, in whole or in part, by: (1) Premises you: (a)Own; (b) Rent; (c) Lease; or (d) Oecupy; (2) Ongoing operations performed by you or on your behalf. Ongoing operatidns does not apply to"bodily injury'or"property damage"occurring after: (a) All work to be performed by you or on your behalf for the additional insured(s) at the site of the covered operations is complete, including related materials parts or equipment(other than servite, maintenance or repairs); or (b) That portion of"Your work"out of which the injury or damage arises is put to its intended use by any person or organization other than another contractor working for a principal as a part of the same project. Includes copyrighted material Of Insurance Services Office, Inc. CG 70 85 1.015 Pages 1 of 3 Policy NuMber!CPP20610680902 Effective Dates:04/05/2018-04106/2019 (3) Completed operatiOns coverage, but only iff (a) The written contract or written agreement requires completed operations coverage or"your work" coverage; and (b) This coverage part provides coverage for injury' or"property damage"included Within the "produCtS.corriPleted operations hazard''. However,the Insurance afforded to such additional insured only applies tote extent permitted by law b. if the written contract or Mitten agreement: (1) Requires"arising out of'language,, or (2) Requires you to provide additional insured coverage to that persOnororganization by the use Of either or both of the following:. (a) Additional Insured—Owner's, Lessees or Contractors—Scheduled Person Or Organization endOrsernent•CG 20 10 10 01.;Or (b) Additional Insured Owners, Lessees or Contractors—Completed Operations endorsement CG 20. 37 1001; then the phrase"caused, in-whOleOrin:Part by"in paragraph 2.a. above is,replaced by"ariSing outor: c. Ifthe Written.tontraCt or Writtenagreement requites you to provide additional insured coverage to that person organization by the use of (1) Additional nsured Dwners. LPssees-px Contractors—.Scheduled'Person Or Organization endorsement (6 20 10 07 04.pr CG 20 10 04 13; Or (2) Additional Insured OWners, Lessees or Contractors—Completed Operations endorsement CG 20 37 07 04.or-CG 20 37 04.13; Or (3) Both those endorsements with either of'those edition dates; or (4) Either or both of the folloWing:, (a) Additional Inured.—Owners, Lessees or Contractors SChedUled Person Or Organization endorsement CG 20 10 without an edition date specified; or (b) Additional Insurec(—Owners,:Lessees or Contractors—Completed Operations endorsement CG 20 37 without an edition clate,,specified*; then paragraph 2.a. above apPlies. d. Prernists, as respects paragraph 2.a.(1) aboVe include common or public areas about such premises if so teOuired in the Written contract or written agreement. e. Additional ihsured status provided under parographs'4.a.(1)(b)or 2.a..(1)(c)above does not extend beyond the end of a premises lease or rental ogreement., f. The limits of insurance that apply to the additional insured are the leaStof thbse specified in the: (1) Written contract; (2) Written agreement; Or (3) Declarations of this policy. The limits of insurance are inclusive of and hotin additiOn to the limits of insurance shown in the DeclaratiOns g. The insurance provided to the additional insured does not apply to"bodily injury",'property damage", Or "personal and advertising injury"arising out of an architect's;engineer's, or surveyors rendering Of, or failure to render, any professional-seNites, including but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (b)-Drawings; (c)Opinions; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 85 10 15 POlicy Number:CPP20610680902 Effective Dates:04/05/2018-04/05/2019 (d) Reports; (e),SurVeyt; (o„Changp.orders (g):Design specifications; and (2) Supervisory, inspection, or engineering services. SECTION IV—COMMERCIAL GENERAL LIABILITY CO_ NDITIONS; paragraph 4.Other Insurance is deleted and replaced With the following: 4. Other Insurance, Coverage provided by this endorsement is excess over any other valid and collectible insurance available: totne additional insured Whether: a. Primary; b. Excess;: Contingent;or d.On-anY:other basis; but if the written,contract or written agreement requiret primary and non-contributory coverage,this insurance will be primary and non-contributory relative to otherinsurance,available-to the additional insured which covers that person or organization as a Named Intured, and we will not share with that, otherinsurance. If the written contract or written agreement as outlined above requires additional insured status by use of CG 20 10 11.85,then the coverage provided under this CG 70 85 endorsement does not apply except for paragraph 2,h,Other Insurance Additional insured status is limited to that provided by CG 20 10 11 85 shown below and paragraph'2.1t.Other theurame§hoikh.above. ADDITIONAL INSURED-OWNERS,LESSEES OR CONTRACTORS(FORM B) This endorsement Modifies insuranteprovided underthelcill0Wing: COMMERCIAL GENERAL LIABILITY COVERAGE PART; SCHEDULE. Name of Person or Organization: Blanket where required by written contract:or Written agreement that theterms Of CG 20 1011 85 apply. (If no entry,a0Pears above: information required tocomplete this endorsement Will be shown in the DeClarations as appliCable to this endorsement.) WHO IS AN INSURED(Section(l) is amended to include as an insured the person or organization-shown in the Schedule, but:only,with respect to liability arising:exit dfmyour work"fOr that insured by or for,ybu. CG 4110 11 85 Cdpyright, Insurance Services Office, Inc, 1984 j: The insurance provided by this endorterrient does not apply to any premises or work for which the person or organization is specifically listed as an additional insured on another endorsement attached to thit policy, includes copyrighted material of Insurance Services Office, Inc. CG 70 05 10 15 Pages 3 Of 3 ACORD CERTIFICATE OF PROPERTY INSURANCE DATE(MM/DD/YYYY) 11/19/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ,QC'.OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED 'RESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. CER CONTACT Lennie Gaza NAME: Bowen, Miclette&Britt Insurance Agency, LLC PHONE 713 880-7100 FAX 713-880-7166 1111 N. Loop West,Suite 400 (A/C.No.Ext): (A/C,Nor Houston TX 77008 ADDRESS: certificates@bmbinc.com PRODUCER TRIPLEBSER CUSTOMER ID: INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: XL Specialty Insurance Co. 37885 Triple B Services, LLP 820 Old Atascocita Road INSURER B: Huffman TX 77336 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:642228099 REVISION NUMBER: LOCATION OF PREMISES/DESCRIPTION OF PROPERTY(Attach ACORD 101,Additional Remarks Schedule,it more space Is required) THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION COVERED PROPERTY LIMITS LTR DATE(MM/DD/YYYY) DATE(MWDD/YYYY) PROPERTY BUILDING $ CAUSES OF LOSS DEDUCTIBLES PERSONAL PROPERTY $ BASIC BUILDING BUSINESS INCOME $ BROADCONTENTS _ EXTRA EXPENSE $ SPECIAL RENTAL VALUE $ EARTHQUAKE BLANKET BUILDING $ WIND BLANKET PERS PROP $ FLOOD BLANKET BLDG&PP $ X INLAND MARINE TYPE OF POLICY X Any 1 Location $7,000,000 CAUSES OF LOSS Installation Floater X Per Disaster $7,000,000 NAMED PERILS POLICY NUMBER X Transitfremp $100,000 A _ UM00062923MA18A 4/5/2018 4/5/2019 $ CRIME TYPE OF POLICY $ BOILER&MACHINERY/ $ EQUIPMENT BREAKDOWN — SPECIAL CONDITIONS/OTHER COVERAGES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Builders Risk:Replacement Cost Valuation;Coinsurance-Waived Certificate Holder to include:City of Pearland,Texas Department of Transportation and BGE, Inc. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Pearland 3519 Liberty Drive AUTHORIZED REPRESENTATIVE Pearland TX 77581 ~= ©1995-2015 ACORD CORPORATION. All rights reserved. ACORD 24(2016/03) The ACORD name and logo are registered marks of ACORD CITY OF PEARLAND PARTIAL WAIVER OF LIEN Section 00615 PARTIAL WAIVER OF LIEN AND PAYMENT AFFIDAVIT The undersigned contracted with City of Pearland to furnish in connection with certain improvements to real property located in the City of Pearland, TX and owned by the City of Pearland which improvements are described as follows: Construct 4 lane curb and gutter Hughes Ranch Road from Smith Ranch Rd to Cullen Blvd In consideration of Pay Estimate No. in the amount of$ the undersigned, on oath, states that all persons and firms who supplied labor and materials to the undersigned in connection with said Project will be fully paid within 30 days of the date of this document by the undersigned for such work through In consideration of the payment herewith made,the undersigned does fully and finally release and hold harmless the City of Pearland and its surety, if any,through the above date from any and all claims, liens, or right to claim or lien, arising out of this Project under any applicable bond, law or statue. It is understood that this affidavit is submitted to induce payment of the above sum and for use by the City of Pearland in assuring the Owner and others that all liens and claims relating to the said Project furnished by the undersigned are paid. Signature Printed Name&Title Company Name State of County of Subscribed and sworn to, before me,this day of , 20 My Commission Expires: Notary Public 5-12-12 85 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Section 00700 GENERAL CONDITIONS OF AGREEMENT TABLE OF CONTENTS Page No. 1.0 DEFINITIONS AND INTERPRETATIONS 1 1.01 Owner, Contractor and Engineer 1.02 Contract Documents 1.03 Subcontractor 1.04 Written Notice 1.05 Work 1.06 Extra Work 1.07 Work Day 1.07-1 Rain Day 1.07-2 Impact Day 1.08 Calendar Day 1.09 Substantially Completed 1.10 Interpretation of Words and Phrases 1.11 Referenced Standards 1.12 Contract Time 1.13 Construction Inspector 1.14 Balancing Change Order 2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER 4 2.01 No Warranty of Design 2.02 Right of Entry 2.03 Ownership of Plans 10-2012 00700-i 86 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT 2.04 Changes and Alterations 2.05 Damages 3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER 6 3.01 Owner-Engineer Relationship 3.02 Keeping of Plans and Specifications Accessible 3.03 Preliminary Approval 3.04 Inspection by Engineer 3.05 Determination of Questions and Disputes 3.06 Recommendation of Payment 4.0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 8 4.01 Independent Contractor 4.02 Contractor's Understanding 4.03 Laws and Ordinances 4.04 Assignment and Subletting 4.05 Performance and Payment Bonds [and Maintenance Bond] 4.06 Insurance 4.07 Permits and Fees 4.08 Texas State Sales Tax 4.09 Contractor's Duty and Superintendence 4.10 Character of Workers 4.11 Labor, Equipment,Materials, Construction Plant and Buildings 4.12 Sanitation 4.13 Cleaning and Maintenance 4.14 Performance of Work 4.15 Right of Owner to Accelerate the Work 10-2012 00700- 87 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.16 Layout of Work 4.17 Shop Drawings 4.18 Engineer-Contractor Relationship; Observations 4.19 Observation and Testing 4.20 Defects and Their Remedies 4.21 Liability for Proper Performance 4.22 Protection Against Accident To Employees and the Public 4.23 Protection of Adjoining Property 4.24 Protection against Claims of Subcontractors,Laborers,Materialmen, and Furnishers of Equipment,Machinery and Supplies 4.25 Protection Against Royalties or Patented Invention 4.26 Indemnification 4.27 Losses From Natural Causes 4.28 Guarantee 5.0 PROSECUTION AND PROGRESS 18 5.01 Time and Order of Completion 5.02 Extension of Time 5.03 Hindrances and Delays 5.04 Suspension of Work 5.05 Liquidated Damages for Delay 5.06 Change of Contract Time 5.07 Delays Beyond Owner's and Contractor's Control 6.0 MEASUREMENT AND PAYMENT 21 6.01 Discrepancies and Omissions 6.02 Quantities and Measurements 10-2012 00700-iii 88 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT '-Th 6.03 Estimated Quantities 6.04 Price of Work 6.05 Payments 6.06 Partial Payments 6.07 Use of Completed Portions &Punchlist 6.08 Substantial Completion 6.08-1 6.09 Final Payment 6.10 Correction of Work Before Final Payment 6.11 Correction of Work After Final Payment 6.12 Payments Withheld 6.13 Delayed Payments 7.0 EXTRA WORK AND CLAIMS 27 7.01 Differing Site Conditions 7.02 Suspensions of Work Ordered by the Engineer 7.03 Change Orders 7.04 Request for Work Approval for Work on Non-Work Days 7.05 Minor Changes 7.06 Extra Work 7.07 Time of Filing Claims 8.0 DEFAULT 31 8.01 Default by Contractor 8.02 Supplementation of Contractor Forces 8.03 Cumulative Remedies & Specific Performance 8.04 Cross-Default 10-2012 00700-iv 89 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 8.05 Insolvency 8.06 Contingent Assignment 8.07 Waiver of Consequential Damages 8.08 Termination for Convenience 8.09 Default by Owner 9.0 DISPUTE RESOLUTION 35 ATTACHMENT NO. 1: WORKERS' COMPENSATION INSURANCE COVERAGE Al ATTACHMENT NO. 2: AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE B1 ATTACHMENT NO. 3: OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR Cl 10-2012 00700-v 90 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (7Th Section 00700 GENERAL CONDITIONS OF AGREEMENT 1.0 DEFINITIONS AND INTERPRETATIONS 1.01 OWNER, CONTRACTOR AND ENGINEER. The OWNER, the CONTRACTOR and the ENGINEER are those persons or organizations identified as such in the Agreement. The term ENGINEER as used in these General Conditions shall refer to the Engineer or Architect identified in the Agreement, as applicable, and means a person authorized to act as a representative of the entity designated by the OWNER to provide professional services required in connection with the preparation of plans and specifications of this Contract. The term CONSTRUCTION MANAGER as used in these General Conditions shall refer to the Construction Manager identified in the Agreement, as applicable, and means a person authorized to act as representative of the entity designated by the OWNER to provide professional services required in connection with the performance of the work of this Contract. The Owner's representative on the project site shall be the CONSTRUCTION MANAGER or ENGINEER as designated. 1.02 CONTRACT DOCUMENTS. The Contract Documents shall consist of all of the documents identified in Article 8 of the Standard Form of Agreement, which documents, excluding such documents as may be delivered or issued after the Effective Date of the Agreement, as referenced in Article 8, shall be bound together in a Project Manual for the Work. All references to the "Contract" or the "Agreement" in these General Conditions of Agreement shall include the Contract Documents. The Contract Documents are complementary, and what is required by one shall be binding as if required by all. In the event of any conflict among the Contract Documents, the Contract Documents shall govern in the following order: (1) Modifications in writing and signed by both parties, including any Change Orders; (2) Standard Form of Agreement; (3) Special Conditions of Agreement; (4) General Conditions of Agreement, including Attachment No. 1 — Workers' Compensation Insurance Coverage, Attachment No. 2 — Agreement for Final Payment and CONTRACTOR'S Sworn Release, and Attachment No. 3 —Owner's Insurance Requirements of Contractor; (5) Addenda, if any; (6) Plans and Specifications referenced or included in the Project Manual; (7) Instructions to Bidders; _= (8) Bid Proposal; and 10-2012 00700- 1 of 36 91 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (9) Exhibits: The following Exhibits, if any, attached hereto, are incorporated herein, and are a part of this Contract: In the event a conflict or inconsistency remains between or within the Contract Documents, or the Contract Documents and applicable standards, codes and ordinances, CONTRACTOR shall provide the greater quantity or better quality, or CONTRACTOR shall comply with the more stringent requirements, as determined by ENGINEER. Terms or phrases used in the Contract Documents with a well-known technical or construction industry meaning shall have such recognized meanings. References to standards, specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, shall mean the latest in effect on the effective date of the Contract,unless otherwise stated in the Contract Documents. 1 .03 SUBCONTRACTOR. The term "subcontractor", as employed herein, includes those entities having a contract with the CONTRACTOR or a subcontractor for performance of work on the Project. OWNER shall have no responsibility to any subcontractor for performance of work on the Project contemplated by these Contract Documents, and any such subcontractor shall look exclusively to CONTRACTOR for any payments due subcontractor. 1.04 WRITTEN NOTICE. Written Notice shall be deemed to have been duly served if delivered in person or by electronic means through the Pro-Trak to the individual or to a partner of the partnership or joint venture, or to an officer of the corporation or company for whom it is intended, or if delivered at or sent by Certified Mail, Return Receipt Requested, to the last known business address or registered office of such individual,partnership,joint venture or corporation or company, or to the address for giving notices listed in the Standard Form of Agreement. 1.05 WORK. Unless otherwise stipulated, the CONTRACTOR shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, services, insurance, and all water, light, power, fuel, transportation and all other facilities or services of any nature whatsoever necessary for the execution and completion of the Work described in the Standard Form of Agreement. Unless otherwise specified, all materials shall be new, and both workmanship and materials shall be of good quality. The CONTRACTOR shall, if required by the ENGINEER as representative of the OWNER, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well-known, technical or trade meaning shall be held to refer to such recognized standards. All work shall be done and all materials shall be furnished in strict conformity with the Contract Documents. 1.06 EXTRA WORK. The term "Extra Work", as used in this Contract, shall be understood to mean and include all work that may be required by the ENGINEER as representative of the OWNER,to be performed by the CONTRACTOR to accomplish any change, alteration or addition to the work shown in the plans. Extra work shall be authorized in writing by the ENGINEER prior to commencement. Extra Work items are paid for on an as needed, as authorized basis only. 1.07 WORK DAY: As used herein, a "Work Day" is defined as any Monday through Friday, not a legal holiday, and any Saturday or Sunday specifically approved by the OWNER, in which the CONTRACTOR can perform six or more hours of work per the current construction schedule. CONTRACTOR agrees to request specific approval from the Construction Manager or 10-2012 00700-2 of 36 92 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Owner, in advance, to perform work on Saturdays or Sundays and in so doing agrees to pay all charges and costs for Inspection and or Construction Management services required during the performance of any such approved work. Refer to paragraph 7.05 for procedure to determine cost for Construction Management and Inspection Services for work on non-work days. 1.07-1 RAIN DAY: As used herein, is defined as any WORK DAY during which weather related conditions prevent the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items as identified in the current construction schedule. CONTRACTOR shall record Rain Days on the Pay Application each month for the review and possible approval by the OWNER. The approved Rain Day is then added to the Contract Time. (See 1.12 Contract Time below) 1.07-2 IMPACT DAY: As used herein, is a day that is added to the CONTRACT TIME by the OWNER by Change Order to extend the Contract Time by one full Work Day. (See 1.12 Contract Time below) Impact Days, once approved by the OWNER, shall extend the Contract Time on a one-to-one basis to replace a Work Day lost to conditions that prevented the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items. Impact Days are added to the Contract Time by Change Order only at the end of the work and then only if, in the opinion of the OWNER, a time extension is warranted due to delays beyond the control of the Contractor and required to complete the work within the Contract Time. 1.08 CALENDAR DAY. A "calendar day" is any day of the week, month or year no days being excepted. Unless otherwise expressly provided, all references to "day(s)" shall mean calendar day(s). 1 .09 SUBSTANTIALLY COMPLETED: The terms "Substantially Completed", or "Substantially Complete" or"Substantial Completion" as used in this Contract, shall mean that all major process components of the facility or work have been made suitable for use or occupancy, including appropriate documentation from the equipment suppliers that all of the individual components have been installed in accordance with the specifications and manufacturer's recommendations,the installations have been approved by the ENGINEER and the items have met the start-up and testing requirements of the contract documents or is deemed to be in a condition to serve its intended purpose or requires only minor miscellaneous work and adjustment to achieve Final Completion and Acceptance as determined by the ENGINEER. Upon compliance with the above referenced criteria,ENGINEER shall issue a Certificate of Substantial Completion. PARTIAL SUBSTANTIAL COMPLETION: designation will be given on components of the Work that must be placed into service prior to the completion of the entire Work. The contractor's One Year Warranty period for these items shall begin on the date of Partial Substantial Completion as designated by the ENGINEER. The ENGINEER shall determine and make all such designations. 1.10 INTERPRETATION OF WORDS AND PHRASES. Whenever the words "directed", "permitted", "designated", "required", "ordered", "considered necessary", "prescribed" or words of like import are used, it shall be understood that the direction,requirement,permission, order, opinion designation or prescription of the ENGINEER as the OWNER's representative is intended. Similarly, the words "approved", "acceptable", "satisfactory" or words of like import shall mean that no exception is taken by ENGINEER, but does not relieve CONTRACTOR of responsibility for compliance with the Contract Documents. 10-2012 00700-3 of 36 93 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT r~� Whenever in the Specifications or Plans of the Contract Documents, the terms of description of various qualities relative to finish, workmanship or other qualities of similar kind which cannot, from their nature, be specifically and clearly described and specified, but are necessarily described in general terms, the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the fulfillment of said Specifications shall be decided by the ENGINEER as the OWNER's representative, and said work shall be done in accordance with his interpretations of the meaning of the words,terms or clauses defining the character of the work. 1.11 REFERENCED STANDARDS. No provision of any referenced standard specification, or manual shall be effective to change the duties and responsibilities of the Owner, Engineer, Contractor, or their consultants, employees, or representatives from those set forth in the Contract Documents, nor shall it be effective to assign to the Engineer or its consultants, employees, or representatives any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibilities contrary to provisions of the Contract Documents. 1.12 CON TRACT TIME The term Contract Time as used herein, refers to the number of Calendar days provided to complete the work or the date, stated in the Agreement: (i)to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with Paragraph 6.09 and as modified as a result of any authorized Extensions. The established Contract Time includes 40 Rain Days per year, based on the average number of rain days per year for the period of June 1898 to December 1996 as recorded by the Alvin Weather Center Record. The Contract Time shall only be extended by (a) the addition of Rain Days equal to the number of actual Rain Days in excess of 40 days per year and (b) the number of Impact Days granted for delays, in the opinion of the Owner, beyond the control of the Contractor. The extension of the Contract Time shall be the CONTRACTOR's sole and exclusive remedy for delays. 1.13 CONSTRUCTION INSPECTOR The term "Construction Inspector" here in includes those professionals engaged by the OWNER to ensure CONTRACT work's compliance with the specifications and any applicable statutory requirements. 1.14 BALANCING CHANGE ORDER is a change order executed during the close-out process that may add/remove pay items, or adjust quantities of existing items or remove unused pay items or quantities Balancing Change Orders are used to reconcile the unit cost of the work performed or installed by the Contractor. 2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER 2.01 NO WARRANTY OF DESIGN. It is understood that the OWNER MAKES NO WARRANTY OF THE ADEQUACY,ACCURACY OR SUFFICIENCY OF THE PLANS AND SPECIFICATIONS OR ANY OTHER DESIGN DOCUMENTS, AND OWNER HEREBY EXPRESSLY DISCLAIMS ANY SUCH WARRANTY, EXPRESSED OR IMPLIED. Prior to commencing each portion of the Work, CONTRACTOR shall carefully study and compare the relevant Contract Documents, shall observe conditions at the site affecting the Work, and shall take field measurements of existing conditions related to the Work. Any errors, omissions or 10-2012 00700-4 of 36 94 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT inconsistencies in the Contract Documents noted by the CONTRACTOR, and/or any variance between the Contract Documents and applicable codes, standards or ordinances, shall be promptly • reported by CONTRACTOR to ENGINEER in writing as a Request for Information. Work performed prior to a Request for Information shall be at the Contractor's risk. If CONTRACTOR fails to perform its obligations under this paragraph, CON IRACTOR shall pay such costs and damages to OWNER as would have been avoided if CONTRACTOR had reported any errors, omissions, inconsistencies or variances in the Contract Documents noted by CONTRACTOR or which should have been noted by a careful study of the Contract Documents. CONTRACTOR shall comply with the Contract Documents, all approved modifications thereof and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CON IRACTOR to show that he has complied with the requirements of the Contract Documents and approved modifications thereof and all approved additions and alterations,thereto, as the same shall have been interpreted by the ENGINEER. 2.02 RIGHT OF ENTRY. The OWNER reserves the right to enter the property or location on which the work herein contracted for is to be performed, constructed or installed, for itself or such agent or agents as it may select, for the purpose of inspecting the work, or for the purpose of performing, constructing or installing such collateral work as the OWNER may desire. The OWNER shall have the right to make inspections at all reasonable times, and the CON TRACTOR hereby waives any claims for extension of time and/or compensation for any loss or damage if his work shall be delayed by reason of such inspection, performance, construction or installation of collateral work. 2.03 OWNERSHIP OF PLANS. All plans, specifications and copies thereof furnished by the OWNER shall not be reused on other work and, with the exception of the sets forming the part of the signed Contract Documents, are to be returned to the OWNER on request at the completion of the Work. All plans and models are the property of the OWNER. 2.04 CHANGES AND ALTERATIONS. The CONTRACTOR further agrees that the Owner may make such changes and alterations, additions and deletions as the OWNER may see fit, in the Work, including but not limited to changes in line, grade, form, dimensions, plans or specifications for the Work herein contemplated, or any part thereof, either before or after the beginning of construction, without affecting the validity of this Contract and the corresponding Performance and Payment Bonds. If such changes or alterations or deletions diminish the quantity or the value of the Work to be done,they shall not constitute the basis for a claim for compensation or damages, including lost or anticipated profits on the Work that may be affected. If the amount of Work is increased and the work can fairly be classified under the specifications, such increase shall be paid for according to the quantity actually done and at the unit price, if any, established for such work under this Contract, otherwise, such additional work shall be paid for as provided under Article 7 hereof for Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any Work already done or material already furnished or used in said Work,then the OWNER shall compensate the CONTRACTOR for any material or labor so used and for any actual loss occasioned by such change due to actual expenses incurred in preparation for the Work as originally planned. 2.05 DAMAGES. In the event the OWNER is damaged in the course of the work by the act, negligence, omission, mistake or default of the CONTRACTOR, or should the 10-2012 00700-5 of 36 95 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT CONTRACTOR unreasonably delay the progress of the work being done by others on the job so as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss. 3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER 3.01 OWNER-ENGINEER RELATIONSHIP. The ENGINEER shall serve as the OWNER'S representative during construction. The duties, responsibilities and limitations on the authority of the ENGINEER as the OWNER's representative during construction are set forth in the Contract Documents; and the ENGINEER shall not have authority to extend the OWNER's liability or to bind the OWNER for any additional liability of any nature whatsoever without the written consent of the OWNER. Any communications by the OWNER to the CONTRACTOR regarding the Work shall be issued through the ENGINEER. It is the intent of this Agreement that there shall be no delay in the execution of the Work; therefore, written decisions or directions rendered by the ENGINEER as the OWNER's representative shall be promptly carried out, and any claim arising therefrom shall be resolved as provided in Article 7. Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the OWNER'S representative shall have the authority to issue written stop work orders whenever such stoppage may be necessary to insure the performance of the Work in accordance with the Contract Documents. 3.02 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE. The ) ENGINEER shall furnish the CON TRACTOR with four (4) copies of all Plans and Specifications without expense to the CONTRACTOR, and the CONTRACTOR shall keep one full size copy of the same constantly accessible on the job site, with the latest revisions noted thereon. The CONTRACTOR shall be responsible for preserving the Plans and Specifications, timely and accurately updated, for reference and review by the OWNER or the ENGINEER and submittal of redlines during closeout. 3.03 PRELIMINARY APPROVAL. The ENGINEER shall not have the power to waive the obligations imposed under this Contract for the furnishing by the CON TRACTOR of new material of good quality, and for good and workmanlike performance of the Work as herein described, and in full accordance with the Contract Documents, without alteration, deletion or change. No failure or omission of the OWNER'S representative to discover, object to or condemn any non-conforming or defective work or material, or to stop work, shall release the CON TRACTOR from the obligation to fully and properly perform the Contract, including without limitation, the obligation to at once remove and properly replace any defective work or material at any time prior to final acceptance, upon discovery of such non-conforming or defective work or material. Any questioned Work may be ordered taken up or removed for inspection by the ENGINEER prior to fmal acceptance, and if found not to be in accordance with the Contract Documents, all expense of removing, inspection and repair or replacement shall be borne by the CONTRACTOR; otherwise the expense thus incurred shall be allowed as Extra Work and shall be paid for by the OWNER,provided that where inspection or approval is specifically required by the Specifications prior to performance of certain work, should the CONTRACTOR proceed with such work without requesting prior inspection or approval, he shall bear all expense of taking up, removing and replacing this work if so directed by the ENGINEER. 10-2012 00700-6 of 36 96 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 3.04 INSPECTION BY ENGINEER. The ENGINEER will make periodic visits to the site to observe the progress and quality of the executed Work and to determine if such Work generally meets the essential performance and design features and the technical, functional /or engineering requirements of the Contract Documents, and is in all other respects being performed in compliance with the Contract Documents. However, the ENGINEER shall not be responsible for making any detailed, exhaustive, comprehensive or continuous on-site inspections to check the quality and/or quantity of the work, nor shall the ENGINEER be in any way responsible, directly or indirectly, for the construction means, methods, techniques, sequences, quality, procedures, programs, safety precautions or lack of same incident to the Work being performed or any part thereof. The ENGINEER shall use reasonable care to prevent deviation from the intent and substance of the Contract Documents by the CON TRACTOR in the performance of the Work and any part thereof and, on the basis of such on-site observations,will keep the OWNER informed of the progress of the work and will endeavor to guard the OWNER against defects and deficiencies in the Work of the CONTRACTOR. Notwithstanding any other provision of this Agreement or any other Contract Document, the ENGINEER shall not be in any way responsible or liable for any acts, errors, omissions or negligence of the CONDUCTOR, any subcontractors, agents, servants or employees or any other person, firm or corporation performing or attempting to perform any of the Work. 3.05 DEl'p;RMINATION OF QUESTIONS AND DISPUl'bS. In order to prevent delays and disputes and to discourage litigation, it is agreed that the ENGINEER shall, in all cases, determine the quantities and qualities of the several kinds of Work, which are to be paid for under this Contract. The ENGINEER shall address all questions in relation to said Work and the construction thereof, as well as all claims, disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the Work or the interpretation of the Contract Documents. In the event the ENGINEER shall become aware of or shall receive information that there is a dispute or a possible dispute as to the reasonable interpretation of the terms and conditions of the Contract Documents, or any other dispute or question, the ENGINEER shall, within a reasonable time, provide a written interpretation of the Contract Documents or a written decision on all questions arising relative to the execution of the Work, copies of which shall be delivered to all parties to the Contract. If the CONTRACTOR or OWNER desires to take exception to any directions, order, interpretation or instructions of the ENGINEER, CONTRACTOR or OWNER shall present any such claim to the ENGINEER in accordance with the provisions of Section 7.04. 3.06 RECOMMENDATION OF PAYMENT. The ENGINEER shall review the CONTRACTOR's application for payment and supporting documents, shall determine the amount owed to the CONTRACTOR and shall provide written recommendation to the OWNER for payment to the CONTRACTOR in such amount. Such recommendation of payment to CONTRACTOR shall constitute a representation to the OWNER of the ENGINEER's judgment that the work has progressed to the point indicated, to the best of his knowledge, information and belief;however, such recommendation of an application for payment to CONTRACTOR shall not be deemed an acceptance of any defective or non-conforming Work. Any recommendation of payment by the ENGINEER shall be subject to OWNER's rights to withhold payment under Section 6.11 and as otherwise provided in the Contract. 10-2012 00700-7 of 36 97 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 4.01 INDEPENDENT CONTRACTOR. CONTRACTOR is, and shall remain, an independent contractor, solely responsible for the manner and method of completing the Work under this Contract, with full and exclusive power and authority to direct, supervise and control his own employees and to determine the means, method and manner of performing such Work, so long as such methods comply with the requirements of the Contract Documents, and do not adversely affect the completed improvements or any other property abutting or adjoining the Work area, the OWNER and ENGINEER being interested only in the result obtained and conformity of such completed improvements to the Plans, Specifications and Contract Documents. The fact that the OWNER or ENGINEER as the Owner's representative shall have the right to observe CONTRACTOR's work during his performance and to carry out the other prerogatives which are expressly reserved to and vested in the OWNER and the ENGINEER hereunder, is not intended to and shall not at any time change or affect the status of the CON 1RACTOR as an independent contractor with respect to either the OWNER or the ENGINEER as the OWNER's representative or to the CONTRACTOR's own employees or to any other person, firm or corporation. 4.02 CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and location of the Work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the Work, the general and local conditions, including but not limited to weather, access, lay down and storage areas, and all other matters which in any way affect the Work under this Contract. It is further understood that the CONTRACTOR has satisfied himself as to the terms, meaning, intent and requirements of all of the Contract Documents, and applicable laws, codes, regulations and ordinances. CONTRACTOR hereby warrants and represents that it has taken into consideration all of the foregoing factors, and CONTRACTOR shall perform the Work for the Contract Price and within the Contract Time. No verbal agreement or conversation with any officer, agent or employee of the OWNER or the ENGINEER, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. 4.03 LAWS AND ORDINANCES. The CONTRACTOR shall at all times observe and comply with all federal, state or local laws, codes, ordinances, permits and regulations, regardless of whether the same are adopted before or after the execution of this Contract, which in any manner affect the Contract or the work, and shall indemnify, save and hold harmless the OWNER and the ENGINEER against any claim arising out of the violation of any such laws, ordinances and regulations, whether by the CON TRACTOR or his agents, employees, subcontractors or vendors. If the CONTRACTOR observes that the Plans and Specifications are at variance with federal or state laws or codes or the ordinances or regulations of the City, he shall promptly notify the ENGINEER in writing, and any necessary changes shall be made as provided in the Contract for changes in the work. If the CONTRACTOR performs any work knowing it to be contrary to such laws, codes, ordinances, rules or regulations, or if CONTRACTOR reasonably should have known of any such violation, and without such notice to the ENGINEER, CONTRACTOR shall bear all costs arising therefrom. The OWNER is a Political Subdivision of the State of Texas, and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the OWNER may enter into contracts, shall be controlling and shall be considered as part of this Contract to the same effect as though embodied herein. Neither the act 10-2012 00700-8 of 36 98 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT of OWNER entering into this Contract, nor OWNER's performance hereunder, shall constitute a waiver of any immunity from suit enjoyed by OWNER under applicable law, all such rights and defenses being hereby expressly reserved, notwithstanding any term or provision herein to the contrary. The Code of Ordinances and other applicable regulations of the OWNER shall be deemed to be embodied in this Contract. The prevailing wage rates applicable to this Project shall be either Document 00811 —Wage Scale for Engineering Construction, or Document 00813 —Wage Scale for Building Construction, or both, as set out in the Project Manual. 4.04 ASSIGNMENT AND SUBLETTING. The CONTRACTOR further agrees that he will retain personal control and will give his personal attention to the fulfillment of this Contract and that he will not assign, by power of attorney or otherwise, or sublet said Contract, or any rights, duties or obligations arising thereunder, in whole or in part, without the prior written consent of the OWNER, and that no part or feature of the Work will be sublet to anyone objectionable to the ENGINEER or the OWNER. In addition, the OWNER reserves the right to disapprove the subletting of this Contract or any portion hereof on any basis whatsoever. The CONTRACTOR further agrees that the subletting of any portion or feature of the Work or materials required in the performance of this Contract shall not relieve the CONTRACTOR from his obligations to the OWNER, as provided for by this Agreement. 4.05 PERFORMANCE, PAYMENT AND MAINTENANCE BONDS. In the event the Contract Price shall be in excess of $25,000.00, the CONTRACTOR shall execute separate Performance,Payment and Maintenance Bonds, each in the sum of one hundred percent(100%) of the Contract Price, and each in accordance with the provisions of Chapter 2253 of the Texas Government Code. If the Contract Price does not exceed $25,000.00, the statutory bonds will not be required. All required Bonds shall be payable to OWNER and on forms approved by the OWNER, and shall be executed by a corporate surety in accordance with Article 7.19-1 of the Texas Insurance Code. It is agreed that the Contract shall not be in effect until such original Performance, Payment and Maintenance Bonds are delivered to and approved by the OWNER. The cost of the premium for the Performance, Payment and Maintenance Bonds, should Maintenance Bonds be required, shall be included in the CONTRACTOR's Bid Proposal. All bonds shall be issued by Texas Department of Insurance approved surety companies. 4.06 INSURANCE. The CONTRACTOR, at his own expense, shall procure, maintain and keep in force throughout the duration of the Work, and throughout the Guarantee Period, insurance as specified in Attachment No. 1 hereto with regard to Workers' Compensation Insurance, and as specified in Attachment No. 3 hereto with regard to all other Insurance. Such insurance shall be carried with an insurance company licensed to transact business in the State of Texas and shall cover all operations in connection with this Contract, whether performed by the CONTRACTOR or a subcontractor, or others for whom CONTRACTOR is responsible. 4.07 PERMITS AND FEES. Unless otherwise provided in the Contract Documents,the Contractor shall secure and pay for all permits, licenses, and inspections necessary for proper execution and completion of the Work, and which are legally required at the time bids are received. Permits required by the City of Pearland will be issued as a NO FEE permit. 4.08 TEXAS STATE SALES TAX. Materials incorporated into this project are exempt from State Sales according to provisions of the Texas Tax Code, Chapter 151, Subsection H. 10-2012 00700-9 of 36 99 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT The Contractor must obtain a limited sales, excise and use tax permit or exemption certificate which shall enable him to buy the materials to be incorporated into the Work without paying tax at due time of purchase. 4.09 CONTRACTOR'S DUTY AND SUPERINTENDENCE. The CONTRACTOR shall give adequate attention to the faithful prosecution and completion of this Contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to the ENGINEER as the OWNER'S representative. The superintendent shall represent the CONTRACTOR in his absence and shall act as the agent of the CONTRACTOR, and all directions given to him shall be binding as if given to the CONTRACTOR. Adequate supervision by competent and reasonable representatives of the CONTRACTOR is essential to the proper performance of the Work, and lack of such supervision shall be an act of default, and grounds for suspending operations of the CON TRACTOR. The Superintendent cannot be removed from the project without the consent of the Owner; the Superintendent must speak and understand the English language;the Superintendent must be on site when any work on the project is being done, even when a subcontractor is performing the work. The Work, from its commencement to completion, shall be under the exclusive charge and control of the CONTRACTOR, and all risk in connection therewith shall be borne by the CON TRACTOR. Neither the OWNER nor the ENGINEER as the OWNER's representative will be responsible for the acts or omissions of the CONTRACTOR, its subcontractors or any of its agents or employees, or any other persons performing any of the Work. 4.10 CHARACTER OF WORKERS. The CONTRACTOR agrees to employ only orderly and competent workers, skillful in the performance of the type of work required under this Contract,to do the Work, and agrees that whenever the ENGINEER shall inform him in writing that any worker or workers on the Work are, in his opinion, incompetent, unfaithful or disorderly, or in the ENGINEER's opinion, are not using their best efforts for the progress of the Work, such worker or workers shall be discharged from the Work and shall not again be employed on the Work without the ENGINEER's written consent. OWNER reserves the right to bar any person, subcontractor, or supplier found to be incompetent, unfaithful, disorderly, or not using their best efforts to progress work or considered to be a threat to the health, safety and welfare to the project or workforce. 4.11 LABOR, EQUIPMENT, MATERIALS, CONSTRUCTION PLANT, AND BUILDINGS. The CON TRACTOR shall provide all labor, services, tools, equipment, machinery, supplies, facilities, utilities and materials necessary in the prosecution and completion of this Contract where it is not otherwise specifically provided that the OWNER shall furnish same; and further, the CONTRACTOR shall be responsible for the care, preservation, conservation and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction and any and all parts of the Work, whether the CONTRACTOR has been paid, partially paid or not paid for such Work, until the entire Work is completed and accepted. The building or placement of structures for housing workers or offices, or the erection of tents or other forms of protection, will be permitted only with the ENGINEER's written permission, and at 10-2012 00700- 10 of 36 100 CITY OF PFARLAND GENERAL CONDITIONS OF AGREEMENT such places as the ENGINEER shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the ENGINEER. Any structures of any nature constructed, placed or erected by the CONTRACTOR for the purposes herein set out, shall be the sole responsibility of the CONTRACTOR as to the proper erection, placement or construction thereof; and the CONI'RACTOR agrees to indemnify and hold the ENGINEER or OWNER harmless from any claims of any nature whatsoever brought against either of them for damages allegedly sustained by anyone by reason of the erection, placement, construction or maintenance of CONI'RACTOR's buildings or structures. 4.12 SANITATION.Necessary sanitary conveniences for the use of laborers and others on the Work site, properly secluded from public observation, shall be constructed and maintained by the CONTRACTOR in such manner and at such points as shall be approved by the ENGINEER, and their use shall be strictly enforced. Any structures of any nature constructed or erected by the CON TRACTOR for the purposes herein set out, shall be the sole responsibility of the CONTRACTOR as to the proper erection or construction thereof, and the CONTRACTOR agrees to indemnify and hold the ENGINEER and OWNER harmless from any claims of any nature whatsoever brought against either of them for damages allegedly sustained by anyone by reason of the erection, construction or maintenance of CONTRACTOR's buildings. 4.13 CLEANING AND MAINTENANCE. The CONTRACTOR shall at all times keep and maintain the premises free from accumulation of debris, trash and waste. The CONTRACTOR shall remove waste, debris and trash at the end of each work day. CONTRACTOR shall remove all such debris, trash and waste, tools, scaffolding and surplus materials, and shall leave the Work broom-clean or its equivalent, upon completion of the Work. The Work shall be left in good order and condition. In case of dispute, the OWNER may remove the debris,trash,waste and surplus materials, and charge the cost to the CONTRACTOR. 4.14 PERFORMANCE OF WORK. It is further agreed that it is the intent of this Contract that all Work must be done and all material must be furnished in accordance with the generally accepted practice for such materials furnished or work completed, unless otherwise provided in the Contract Documents. 4.15 RIGHT OF OWNER TO ACCELERATE THE WORK. If at any time the methods or equipment used by the CON TRACTOR, or the work force supplied are found to be inadequate to achieve the progress required to Substantially Complete the Work within the Contract Time, the OWNER or the ENGINEER as the OWNER's representative, may order the CONTRACTOR in writing to supplement its forces and/or equipment, or work shifts or overtime, or otherwise improve its efficiency and rate of progress to achieve Substantial Completion of the Work within the Contract Time, and the CONTRACTOR shall comply with such order, at its own cost and expense. 4.16 LAYOUT OF WORK. Except as specifically provided herein, the CONTRACTOR shall be responsible for laying out work by means of construction surveying and shall accomplish this work in a manner acceptable to the ENGINEER and in conformance with the Contract Documents. 4.17 SHOP DRAWINGS. The CONl'RACTOR shall submit to the ENGINEER, with . _ such promptness as to cause no delay in his own Work or in that of any other contractor, six (6) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules 10-2012 00700- 11 of 36 101 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT required for the work of the various trades. Contractor will check and approve shop drawings for compliance with requirements of Contract Documents and will so certify by stamp on each drawing prior to submittal to ENGINEER. Any drawings submitted without Contractor's stamp of approval will not be considered and will be returned to him for proper submission. The ENGINEER shall pass upon them with reasonable promptness, indicating desired corrections. The CONTRACTOR shall make any corrections required by the ENGINEER, file with him two (2) corrected copies and furnish such other copies as may be needed. The ENGINEER's approval of such drawings or schedules shall not relieve the CONTRACTOR from responsibility for deviations from the Contract Documents, unless he has, in writing, called the ENGINEER's attention to such deviations at the time of the submission, and the ENGINEER has acknowledged and accepted such deviations in writing, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR's responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required Contract Work in accordance with the Contract Documents, and within the Contract Time. Such review by the ENGINEER shall be for the sole purpose of determining the apparent sufficiency of said drawings or schedules to result in finished improvements in conformity with the Contract Documents, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONI'RACTOR's performance hereunder, and any action taken by the ENGINEER shall not relieve the CON'T'RACTOR of his responsibility and liability to comply with the Contract Documents. OWNER, CONSTRUCTION MANAGER, ENGINEER, and CONTRACTOR shall make all submittals, review comments, notes, corrections, schedules and updates, testing results, payment applications, instructions and other communications by means of the OWNER'S Pro-Trak. The OWNER,ENGINEER and CONTRACTOR shall each retain such hard copies form this system as are required for their specific record keeping requirements. No documents shall be removed from this system or destroyed except those being replaced by the systems protocols as a latest version document. All requirements for written communications, submittals, comments, instructions or other documents processed by means of this system shall have the same legal or time sensitive status as if they had been hand delivered in hard copy to their intended addressee. • 4.18 ENGINEER-CONTRACTOR RELATIONSHIP; OBSERVATIONS. It is agreed by the CONTRACTOR that the ENGINEER, as the OWNER'S representative, shall be and is hereby authorized to appoint such subordinate engineers, representatives or observers as the said ENGINEER may from time to time deem proper to observe the materials furnished and the Work done under this Agreement. The CONTRACTOR shall furnish all reasonable aid and assistance required by the subordinate engineers, representatives or observers for the proper observation and examination of the work. The CON TRACTOR shall regard and obey the directions and instructions of any subordinate engineers, representatives or observers so appointed, when such directions and instructions are consistent with the obligations of this Agreement and the Contract Documents, provided, however, should the CONTRACTOR object to any orders by any 10-2012 00700- 12 of 36 102 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT subordinate engineer, representative or observer, the CONTRACTOR may, within three (3) days, make written appeal to the ENGINEER for his decision. 4.19 OBSERVATION AND TESTING. The OWNER or the ENGINEER as the OWNER's representative shall have the right at all reasonable times to observe, inspect and test the Work. The CONTRACTOR shall make all necessary arrangements and provide proper facilities and access for such observation, inspection and testing at any location wherever Work is in preparation or progress. The CONTRACTOR shall ascertain the scope of any observation, inspection or testing which may be contemplated by the OWNER or the ENGINEER and shall give ample notice as to the time each part of the Work will be ready for such observation, inspection or testing. The OWNER or the ENGINEER may reject any Work found to be defective or not in accordance with the Contract Documents, regardless of the stage of its completion or the time or place of discovery of such deficiencies, and regardless of whether the ENGINEER has previously accepted the Work through oversight or otherwise. If any Work is covered without approval or consent of the OWNER, it must, if requested by the OWNER or the ENGINEER, be uncovered for examination, at the sole expense of the CONTRACTOR. In the event that any part of the Work is being fabricated or manufactured at a location where it is not convenient for the OWNER or the ENGINEER to make observations of such Work or require testing of said Work, then in such event, the OWNER or the ENGINEER may require the CON TRACTOR to furnish the OWNER or the ENGINEER with certificates of inspection, testing or approval made by independent persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated.All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the Contract Documents. If any Work, which is required to be inspected, tested or approved, is covered up without written approval or consent of the OWNER or the ENGINEER, it must, if requested by the OWNER or the ENGINEER, be uncovered for observation and testing, at the sole expense of the CONTRACTOR. The cost of all such inspections, tests and approvals shall be borne by the CON IRACTOR unless otherwise provided herein. Any Work which fails to meet the requirements of such tests, inspections or approval, and any Work which meets the requirements of any such tests or approval but does not meet the requirements of the Contract Documents shall be considered defective. Such defective Work and any other work affected thereby shall be corrected at the CONTRACTOR'S expense. Neither observations by the OWNER or by the ENGINEER, nor inspections, certifications, tests or approvals made by the OWNER, the ENGINEER or other persons authorized under this Agreement to make such inspections, tests or approvals, shall relieve the CONTRACTOR from his obligation to perform the Work in accordance with the requirements of the Contract Documents. 4.20 DEFECTS AND THEIR REMEDIES. It is further agreed that if the Work or any part thereof or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the ENGINEER as unsuitable or not in conformity with the Contract Documents, the CONTRACTOR shall, after receipt of written notice thereof from the ENGINEER, forthwith remove such material and rebuild or otherwise remedy such Work so that it shall be in full accordance with this Contract, It is further agreed that any such remedial action contemplated herein shall be at CONTRACTOR's expense. 10-2012 00700- 13 of 36 103 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.21 LIABILITY FOR PROPER PERFORMANCE. Engineering construction drawings and specifications, as well as any additional instructions and information concerning the Work to be performed, passing from or through the ENGINEER, shall not be interpreted as requiring or allowing the CONTRACTOR to deviate from the Contract Documents, the intent of such drawings, specifications and any other such instructions being to define with particularity the agreement of the parties as to Work the CONTRACTOR is to perform. CONTRACTOR shall be fully and completely liable and contractually bound, at his own expense, for design, construction, installation and use or non-use of all items and methods incident to the performance of the Contract, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, similar items or devices used by him during construction, and work performed either directly or incident to construction, and for all loss, damage or injury incident thereto, either to person or property, whether such damage be suffered by the ENGINEER,the OWNER or any other person not a party to this Contract. Any review of Work in progress or any visit or observation during construction, or any clarification of Contract Documents by the ENGINEER or OWNER, or any agent, employee or representative of either of them, whether through personal observation on the Project site or by means of approval of shop drawings for construction or construction processes, or by other means or methods, is agreed by the CONTRACTOR to be for the purpose of observing the extent and nature of Work completed or being performed, as measured against the Contract Documents, or for the purpose of enabling the CONTRACTOR to more fully understand the Contract Documents so that the completed construction Work will conform thereto, and shall in no way relieve the CONTRACTOR from full and complete responsibility for proper performance of his Work on the Project, including, without limitation, the propriety of means and methods of the CONTRACTOR in performing said Contract, and the adequacy of any designs, plans or other facilities for accomplishing such performance. Any action by the ENGINEER or the OWNER in visiting or observing during construction, or any clarification of Contract Documents shall not constitute a waiver of CONTRACTOR'S liability for damages as herein set out. Deviation by the CONTRACTOR from Contract Documents, whether called to the CONTRACTOR's attention or not, shall in no way relieve CONTRACTOR from his responsibility to complete all work in accordance with said Contract Documents, and further shall not relieve CON TRACTOR of his liability for loss, damage or injury as herein set out. 4.22 PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC. The CONTRACTOR shall be solely responsible for the safety of himself, his employees and persons entering the project site, as well as for the protection of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. The CONTRACTOR shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the Work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded, as a minimum, in accordance with the "Manual of Accident Prevention in Construction" of the Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The CONTRACTOR shall provide all necessary machinery guards, safe walkways, ladders, bridges, gangplanks, barricades, fences,traffic control,warning signs and other safety devices. 10-2012 00700- 14 of 36 104 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT No alcoholic beverages, non-prescription drugs, or unsafe practices shall beallowed on the Work site. CONTRACTOR shall dismiss anyone participating in any of the above from the Work site for the duration of the Project. Only prescription drug uses with a doctor's authorization to perform construction activities shall be allowed on the Work site. Violation of this provision is a default under the Contract. The use, possession, sale, transfer, purchase or being under the influence of alcohol, drugs or any other illegal or unlawful substance by CONTRACTOR or CONTRACTOR's employees, or CONTRACTOR's subcontractors and employees at any time at the Work site or while on company business is prohibited. CONTRACTOR shall institute and enforce appropriate drug testing guidelines and program. All accidents or injuries to CONTRACTOR's employees working on the job site must be reported verbally and in writing to the ENGINEER immediately, and within no more than eight(8)hours. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR, in his sole discretion as an independent contractor. Inclusion of this paragraph in the Agreement, as well as any notice which may be given by the OWNER or the ENGINEER as the OWNER's representative concerning omissions under thus paragraph as the Work progresses, are intended as reminders to the CONTRACTOR of his duty and shall not be construed as any assumption of duty by ENGINEER, or OWNER's representative to supervise safety precautions by either the CONTRACTOR or any of his subcontractors. 4.23 PROTECTION OF ADJOINING PROPERTY. The CONTRACTOR shall employ proper means to protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent or adjoining property. THE CONTRACTOR AGREES TO INDEMNIFY, DEFEND, SAVE AND HOLD HARMLESS THE CONSTRUCTION MANAGER, OWNER AND ENGINEER AGAINST .ANY CLAIM OR CLAIMS FOR DAMAGES, LOSS, COSTS OR EXPENSES, INCLUDING BUT NOT LIME IED TO ATTORNEY'S FEES, DUE TO ANY INJURY TO ANY ADJACENT OR ADJOINING PROPERTY, ARISING OR GROWING OUT OF THE PERFORMANCE OF THE CONTRACT, REGARDLESS OF WHETHER OR NOT SUCH DAMAGE, LOSS, COST OR EXPENSE IS CAUSED IN PART BY THE NEGLIGENCE, GROSS NEGLIGENCE OR STRICT LIABILITY OF OWNER AND/OR ENGINEER. 4.24 PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES. THE CONTRACTOR AGREES THAT HE WILL PROMPTLY PAY WHEN DUE, AND WILL INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL CLAIMS GROWING OUT OF THE DEMANDS OF SUBCONTRACTORS, LABORERS, WORKERS, MECHANICS, MATERIALMEN AND FURNISHERS OF MACHINERY AND PARTS THEREOF, EQUIPMENT, POWER TOOLS AND ALL SUPPLIES, INCLUDING COMMISSARY, INCURRED IN THE FURTHERANCE OF THE PERFORMANCE OF THIS CONIRACT. When so desired by the OWNER, the CONTRACTOR shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If the CON"IRACTOR fails to do so, then the OWNER may, at the option of the OWNER, either pay directly any unpaid bills of which the OWNER has written notice, or withhold from the CON"IRACTOR's unpaid compensation a sum of money deemed reasonably 10-2012 00700- 15 of 36 105 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT sufficient to liquidate any and all such claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payments to the CONTRACTOR shall be resumed in full, in accordance with the terms of this Contract. Any and all communications between any parties under this paragraph shall be in writing. Nothing contained in this paragraph or this Agreement shall create, establish or impose any relationship, contractual or otherwise, between OWNER and any subcontractor, laborer or supplier of CONTRACTOR, nor shall it create, establish or impose any duty upon OWNER to pay or to see to the payment of any subcontractor, laborer or supplier of CONTRACTOR. 4.25 PROTECTION AGAINST ROYALTIES OR PATENTED INVENTION. The CONTRACTOR shall pay all royalties and license fees and shall provide for the use of any design, device, material or process covered by letters patent or copyright, by suitable legal agreement with the patentee or owner thereof THE CONTRACTOR SHALL DEFEND ALL SUITS OR CLAIMS FOR INFRINGEMENT OF ANY PATENT OR COPYRIGHT AND SHALL INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY LOSS OR LIABILITY ON ACCOUNT THEREOF, EXCEPT SUCH SUITS AND CLAIMS ARISING OUT OF A PARTICULAR DESIGN, DEVICE, MATERIAL OR PROCESS OR THE PRODUCT OF A PARTICULAR MANUFACTURER OR MANUFACTURERS SPECIFIED OR REQUIRED BY THE OWNER; PROVIDED, HOWEVER, IF CHOICE OF ALTERNATE DESIGN, DEVICE, MATERIAL OR PROCESS IS ALLOWED TO THE CONTRACTOR, OR IF CONTRACTOR KNEW OR SHOULD HAVE KNOWN OF THE PATENT OR COPYRIGHT AND FAILED TO PROMPTLY NOIIJ Y OWNER IN WRITING, THEN THE CONTRACTOR SHALL INDEMNIFY, DEFEND, SAVE AND HOLD THE OWNER HARMLESS FROM ANY LOSS OR LIABILITY ON ACCOUNT THEREOF. 4.26 INDEMNIFICATION. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ENGINEER AND THE OWNER HARMLESS FROM ANY CLAIMS OR DEMANDS OF ANY NATURE WHATSOEVER MADE BY ANY EMPLOYEE, EMPLOYEES, AGENTS OR SUBCONTRACTORS OF CONTRACTOR, OR BY ANY UNION, TRADE ASSOCIATION, WORKER'S ASSOCIATION OR OTHER GROUPS, ASSOCIATIONS OR INDIVIDUALS,ALLEGEDLY REPRESENTING EMPLOYEES OF THE CONTRACTOR, IN ANY DISPUTE BETWEEN THE CONTRACTOR AND HIS EMPLOYEES, DIRECTLY OR INDIRECTLY INVOLVING, GROWING OUT OF OR ARISING FROM CLAIMS BY SUCH EMPLOYEES FOR WAGES, SALARY, COMPENSATION, BENEFITS, WORKING CONDITIONS OR ANY OTHER SIMILAR COMPLAINT OR CLAIM WHICH MAY BE MADE. THE CONTRACTOR, HIS SURETIES AND INSURANCE CARRIERS SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ENGINEER AND THEIR RESPECTIVE OFFICERS, REPRESENTATIVES, AGENTS AND EMPLOYEES FROM AND AGAINST ALL DAMAGES, CLAIMS, LOSSES, DEMANDS, SUITS, LIABILITIES, JUDGMENTS AND COSTS OF ANY CHARACTER WHATSOEVER, INCLUDING REASONABLE ATTORNEY'S FEES AND EXPENSES, AND SHALL BE REQUIRED TO PAY ANY JUDGMENT THEREFOR, WITH COSTS, WHICH MAY BE OBTAINED AGAINST THE OWNER AND/OR THE ENGINEER OR ANY OF THEIR OFFICERS, REPRESENTATIVES, AGENTS OR EMPLOYEES, ARISING OUT OF OR RESULTING FROM OR ALLEGEDLY ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 10-2012 00700- 16 of 36 106 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT OF THE WORK, PROVIDED THAT ANY SUCH DAMAGES, CLAIM, LOSS, DEMAND, SUIT, LIABILITY, JUDGMENT, COST OR EXPENSE: (A) ARISES OUT OF OR RESULTS FROM IN WHOLE OR IN PART, OR ALLEGEDLY ARISES OUT OF OR RESULTS FROM IN WHOLE OR IN PART, ANY BREACH OF THIS AGREEMENT OR BREACH OF WARRANTY BY CONTRACTOR; OR (B) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY, INCLUDING THE LOSS OF USE RESULTING THEREFROM;AND IS CAUSED IN WHOLE OR IN PART OR IS ALLEGEDLY CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, THEIR AGENTS OR EMPLOYEES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY ONE OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART OR ALLEGEDLY CAUSED IN PART BY THE NEGLIGENCE, GROSS NEGLIGENCE OR STRICT LIABILITY OF OWNER, ENGINEER AND/OR A PARTY INDEMNIFIED HEREUNDER. Notwithstanding the foregoing or anything in the Agreement to the contrary, in accordance with the provisions of Section 130.002 of the Texas Civil Practice and Remedies Code, CONTRACTOR shall not be obligated to indemnify or hold harmless the ENGINEER, his agents, servants or employees, from liability for damage that is caused by or results from defects in plans, designs or specifications prepared, approved or used by the ENGINEER, or negligence of the ENGINEER in the rendition or conduct of professional duties called for or arising out of any construction contract and the plans, designs or specifications that are a part of the construction contract,and arises from personal injury or death,property injury, or any other expense that arises from personal injury, death, or property injury. This indemnity agreement is a continuing obligation, and shall survive notwithstanding completion of the Work, Final Payment, expiration of the warranty period, termination of the Contract,and abandonment or takeover of the Work. CONTRACTOR's indemnification obligations hereunder shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the CONTRACTOR or a subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts, and shall not be limited by any limitation on amounts or coverage of insurance provided or to be provided under this Contract. 4.27 LOSSES FROM NATURAL CAUSES. All loss, cost, expense or damage to the CONTRACTOR arising out of the nature of the Work to be done or from any unforeseen circumstances in the prosecution of the same, or from the action of the elements, or from unusual obstructions or difficulties which may be encountered in the prosecution of the Work, shall be sustained and borne by the CON TRACTOR at his own cost and expense. 10-2012 00700- 17 of 36 107 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.28 GUARANTEE. The CONTRACTOR hereby guarantees all the Work under the Contract to be free from defects or deficiencies in material in every particular and free from defects or deficiencies in workmanship; and against unusual damage from proper and usual use; and agrees to replace or to re-execute without cost to the OWNER such Work as may be found to be defective, deficient or otherwise not in conformance with the Contract Documents, and to make good all damages caused to other work or material, due to such defective Work or due to its required replacement or re-execution. This guarantee shall cover a period of one year from the date of Substantial Completion or Partial Substantial Completion of Work under the Contract, as evidenced by the Certificate of Substantial Completion. Neither the Certificate of Substantial Completion, Final Payment, nor any provision in the Contract Documents shall relieve the CON TRACTOR of the responsibility for defective, deficient or non-conforming material or workmanship during the period covered by the guarantee. The one-year period of guarantee will not limit the OWNER'S other rights under common law with respect to any defects, deficiencies or non-conforming Work discovered after one year. If this one-year guarantee conflicts with other warranties or guarantees,the longer period of warranty or guarantee will govern. 5.0 PROSECUTION AND PROGRESS 5.01 TIME AND ORDER OF COMPLETION. It is the meaning and intent of this Contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his Work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to economy of construction; provided, however, that the order and the time of prosecution shall be such that the Work shall be Substantially Completed as a whole and in part, in accordance with this Contract and the Contract Time; provided, also, that when the OWNER is having other work done, either by contract or by his own forces, the ENGINEER may direct the time and manner of constructing the Work done under this Contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized, and the CONTRACTOR shall fully cooperate and coordinate its Work with OWNER or such other contractors. The CONTRACTOR shall submit, an updated schedule with every pay estimate for review by the ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the Work, with dates on which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. Such schedules shall show completion of the Work within the Contract Time, and/or shall show such recovery efforts as CON TRACTOR intends to undertake in the event Substantial Completion of the Work is delayed. 5.02 EXTENSION OF TIME. The CONTRACTOR agrees that he has submitted his Bid Proposal in full recognition of the time required for the completion of this Project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions as hereinafter set forth, and that he shall not be entitled to, nor will he request, an extension of time on this Contract, except when Substantial Completion of the Work has been delayed solely by strikes, lockouts, fires, Acts of God, or by any other cause which the ENGINEER shall decide justifies the delay. The CON TRACTOR shall give the ENGINEER prompt notice, in writing and within three (3) days of the start of any such delay, of the cause of any such delay, and its estimated effect on the Work and the schedule for completion of the Work. Upon receipt of a written request for an extension of the Contract Time from the CONTRACTOR, supported by relevant and all requested documentation, the 10-2012 00700- 18 of 36 108 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ENGINEER shall submit such written request, together with his written recommendation, to the OWNER for consideration. If the delay is not attributable in whole or in part to any act or omission of CON TRACTOR, its subcontractors or suppliers, and if the OWNER determines that CONTRACTOR is entitled to an extension of time under the terms of the Contract, the OWNER shall grant an extension of time for Substantial Completion of the Work, sufficient to compensate for the delay, and such extension of time shall be CONTRACTOR's sole and exclusive remedy, except as may be otherwise provided herein. No extensions of Contract Time shall be made for delays occurring prior to the Contractor's mobilization as defined in Section 01505 MOBILIZATION. The Contract Time as defined in the Bid Proposal and other sections herein incorporates 40 Rain Days per calendar year or an average of 3.33 days per calendar month. The CON TRACTOR is required to keep record of all weather related delays and to submit the monthly count on each Pay Application. The Owner's Representative shall review and sign off on this record as a part of the Pay Application approval process every month. If, during preparation of the Balancing Change Order, the status of the work progress requires an extension of the Contract Time, Impact Days shall be added to the Completion Date equal to the'total number of Weather or Impact Days approved less the original 40 days resident in the original Contract Time. The Addition of Weather or Impact Days will only alter the Contract Time when added by Change Order. If the Work is completed prior to the Completion Date, No Days will be added. The addition of Weather or Impact Days shall be the CONTRACTOR's sole remedy for delays to the completion of the Work and their addition to the Contract Time shall not affect the Contract Price through any "per diem" adjustment to the General Conditions costs, Temporary Facilities costs or any other costs associated with the extension of the Contract Time. 5.03 HINDRANCES AND DELAYS. In executing the Contract, the CONTRACTOR agrees that in undertaking to complete the Work within the time herein fixed, he has taken into consideration and made allowances for all interference, disruption, hindrances and delays incident to such Work, whether growing out of delays in securing material, workmen or otherwise. No claim shall be made by the CONTRACTOR for damages, loss, costs or expense resulting from interference, disruption, hindrances or delays from any cause during the progress of any portion of the Work embraced in this Contract, except where the Work is stopped or suspended by order of the OWNER's representative and such stoppage or suspension is not attributable to any act or omission of CONTRACTOR. 5.04 SUSPENSION OF WORK. OWNER may, without cause, order the CONTRACTOR in writing to suspend the Work, in whole or in part, for such period of time as OWNER may request. The Contract Price and/or Contract Time shall be adjusted for any increase in the cost of or the time required for performance of the Work caused by such suspension. No adjustment shall be made to the extent performance was or would have been suspended by a cause for which CONTRACTOR is responsible, or to the extent an adjustment is made or denied under another provision of the Contract Documents. 5.05 LIQUIDATED DAMAGES FOR DELAY: It is understood and agreed that time is of the essence, and that the CONTRACTOR will commence the Work on the date specified herein or in any Notice to Proceed, and will Substantially Complete the Work within the Contract Time. It is expressly understood and agreed, by and between the CONTRACTOR and the OWNER, that the time for the Substantial Completion of the Work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The CONTRACTOR further 10-2012 00700- 19 of 36 109 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT agrees that a failure to complete on time will cause damage to the OWNER and that such damages cannot be accurately measured or that ascertainment will be difficult. Therefore, the parties agree that for each and every calendar day the Work or any portion thereof shall remain uncompleted after the expiration of the Contract Time, the CONTRACTOR shall pay, as liquidated damages and as a reasonable estimate of OWNER's damages, and not as a penalty, the amount set out in the Standard Form of Agreement. However, the foregoing agreement as to liquidated damages constitutes only an agreement by the OWNER and the CONTRACTOR as to the amount of damages which the OWNER will sustain by reason of the CONTRACTOR'S failure to complete the work within the Contract Time. Should the OWNER suffer damage by reason of any other breach by CONTRACTOR, the OWNER may recover such actual damages in addition to any liquidated damages due. The OWNER shall have the right to deduct and withhold the amount of any and all such damages whether it be the minimum amount stipulated above or otherwise, from any monies owing by it to said CONTRACTOR, or the OWNER may recover such amount from the CONTRACTOR and the sureties of his bond; all of such remedies shall be cumulative and the OWNER shall not be required to elect any one nor be deemed to have made an election by proceeding to enforce any one remedy. 5.06 CHANGE OF CONTRACT TIME: The Contract Time may only be changed by a Change Order. Any claim for an adjustment of Contract Time shall be based on written notice delivered by the party making such claim to the other party and to the ENGINEER promptly, but in no event later than ten (10) days after the event-giving rise to the claim. Notice of the extent of the claim, along with supporting data, shall be delivered within thirty (30) days of the occurrence and shall be accompanied by the claimant's written representation that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in Contract Time shall be determined by the ENGINEER in accordance with the requirements of this paragraph. Contractor shall submit, as a minimum,the following data: A. Information showing that the time requested is not included in the existing Contract and in addition to the Contract. B. Information documenting that the number of days requested is accurate for the event. C. Revised, current construction schedule showing that the time requested affects the project's critical path. 5.07 DELAYS BEYOND OWNER'S AND CONT'RACTOR'S CONTROL: Where CONTRACTOR is prevented from completing any part of the Work within the Contract Time due to delays beyond the control of the OWNER and the CONTRACTOR, including, but not limited to, interference by utility owners or other contractors performing other work, Contractor shall be entitled to an extension of the Contract Time in an amount equal to the time lost. CONTRACTOR shall not be entitled to any increase in Contract Price as a result of such delays. IN NO EVENT SHALL OWNER BE LIABLE TO CONTRACTOR FOR DAMAGES ARISING OUT OF OR RESULTING FROM (i) Delays caused by, or within the control of, the CONTRACTOR, or (ii) Delays beyond the control of both parties including, but not limited to, interference by utility owners or other contractors performing other work, fires, floods, epidemics, abnormal weather conditions, acts of God, even if such delays are due in part to the negligence, other fault, breach of contract or warranty, violation of the Texas Deceptive Trade Act, or strict liability without regard 10-2012 00700-20 of 36 110 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT to fault of OWNER. An extension of Contract time shall be CONTRACTOR's sole and exclusive remedy for any such delays. Delays attributed to, and within the control of, a Subcontractor or Supplier shall be deemed to be delays within the control of the CON TRACTOR. 6.0 MEASUREMENT AND PAYMENT 6.01 DISCREPANCIES AND OMISSIONS. If the CONTRACTOR knows or reasonably should have known of any discrepancies or omissions in the Contract Documents, he shall notify the ENGINEER and obtain a clarification by Addendum before the bids are received, and if no such request is received by the ENGINEER prior to the opening of bids, then it shall be considered that the CON TRACTOR fully understands the Work to be performed and has provided sufficient sums in his Bid Proposal to complete the Work in accordance with the Contract Documents. It is further understood that any request for clarification must be submitted no later than five(5) days prior to the opening of bids. 6.02 QUANTITIES AND MEASUREMENTS. No extra or customary measurements of any kind will be allowed, but the actual measured and/or computed length, area, volume, number and weight only shall be considered,unless otherwise specifically provided. 6.03 ESTIMATED QUANTITIES. This Agreement, including the Contract Documents, and including any estimates contained therein, is intended to convey all Work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various classes of Work to be done and material to be furnished under this Contract, they are approximate and are to be used only as a basis for estimating the probable cost of the Work and for comparing the Bid Proposals offered for the Work. It is understood and agreed that the actual amount of Work to be done and the materials to be furnished under this Contract may differ from the estimates and that the items listed or estimated quantities stated, and/or any difference between estimated and actual Work, shall not give rise to a claim by the CONTRACTOR against the OWNER for loss, cost, expense, damages, unit price adjustment, quantity differences,unrecovered overhead or lost or anticipated profits, or other compensation. 6.04 PRICE OF WORK. It is agreed that it is the intent of this Contract that all Work described in the Bid Proposal, and Contract Documents, is to be done for the prices bid by the CONTRACTOR and that such prices shall include all appurtenances necessary to complete the Work in accordance with the intent of these Contract Documents as interpreted by the ENGINEER, and all costs, expenses, bond and insurance premiums, taxes, overhead, and profit. In consideration of the furnishing of all the necessary labor, equipment and material and the completion of all Work by the CONTRACTOR, and upon the completion of all Work and the delivery of all materials embraced in this Contract in full conformity with the Contract Documents, the OWNER agrees to pay to the CONTRACTOR the prices set forth in the Standard Form of Agreement, OWNER and CONTRACTOR agree that the Contract is a unit cost agreement, unless stated otherwise, and that the final Contract amount is equal to the unit cost multiplied by the number of units authorized, installed and approved by the Owner. The OWNER does not assume any obligation to pay for any services or material not actually authorized and used. The CONTRACTOR hereby agrees to receive such prices as payment in full for furnishing all materials and all labor required for the aforesaid Work, and for 10-2012 00700-21 of 36 111 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT all expenses incurred by him, and for full performance of the Work and the whole thereof in the manner and according to this Agreement, Contract Documents, and the requirements of the ENGINEER. 6.05 PAYMENTS. No payments made or approvals or certificates given shall be considered as conclusive evidence of the performance of the Contract, either in whole or in part, nor shall any certificate, approval or payment be considered as acceptance of defective, deficient or non-conforming Work. CONTRACTOR shall, at any time requested during the progress of the Work, furnish the OWNER or the ENGINEER with an affidavit showing the CONTRACTOR's total outstanding indebtedness in connection with the Work. Before Final Payment is made, the CONTRACTOR shall satisfy the OWNER, by affidavit or otherwise, that there are no unpaid claims due subcontractors, suppliers or laborers by reason of any Work under the Contract. Acceptance by CONTRACTOR of Final Payment shall constitute a waiver of any and all claims of whatsoever nature against OWNER, arising out of or related to the Contract, or the Work, or any acts or omissions of OWNER or ENGINEER, which have not theretofore been timely filed as provided in this Contract. 6.06 PARTIAL PAYMENTS. When the Contract Price is a lump sum amount,prior to the first Application for Payment, CONTRACTOR shall submit to ENGINEER for review and approval a Schedule of Values, which shall fairly allocate the entire Contract Price among the various portions of the Work and shall be prepared in such form and supported by such data to substantiate its accuracy as the ENGINEER.may reasonably require. The Schedule of Values shall follow the trade divisions of the Specifications so far as practicable. Upon approval, this Schedule of Values shall be used by ENGINEER as the basis for reviewing the Contractor's Application for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. On or before the tenth day of each month, the CONTRACTOR shall prepare and submit to the ENGINEER, for approval or correction, an application for partial payment, being a statement showing as completely as practicable, the agreed unit quantities and extended total value of the Work done by the CONTRACTOR up to and including the twenty-fifth day of the preceding month; said statement shall also include the value of all conforming materials to be fabricated into the Work and stored in accordance with manufacturer's recommendations and as approved by the OWNER or ENGINEER at the Work site only.No payment will be made for materials stored until OWNER has approved in writing storage at the Work site. The ENGINEER shall then review such statement of unit quantities and application for partial payment and the progress of the Work made by the CONTRACTOR and, within ten days after the date ENGINEER receives CONTRACTOR's application for payment, if the application is found to be accurate and correct and the WORK conforming to the requirements of the Contract Documents, the ENGINEER shall certify the application for partial payment and shall deliver his preliminary certification for payment to the OWNER and the CONTRACTOR; or, if the ENGINEER finds that CONIRACTOR's application for payment contains an error or is otherwise disputed, he shall notify CONTRACTOR of such error or dispute, and shall prepare a preliminary certificate for partial payment for the undisputed amount of the application for payment due CONTRACTOR, and deliver it to the OWNER and CONTRACTOR. ENGINEER'S notice to CONTRACTOR that a bona fide dispute for payment exists shall include a list of the specific reasons for nonpayment. All payment applications made by CONTRACTOR and delivered to ENGINEER and all verifications and certification of such applications shall be made and transmitted within the Pro- Trak system and signed with the appropriate electronic signatures as provided for in the software. 10-2012 00700-22 of 36 112 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Such applications for payment shall not be considered complete unless accompanied by the CONTRACTOR'S Partial Waiver of Lien and Payment Affidavit, Section 00615, duly executed by an authorized representative of the CONTRACTOR and reflecting the correct corresponding amount of the payment application. The OWNER shall then pay the CONTRACTOR, within thirty (30) days of the date of ENGINEER's receipt of the application for payment, the undisputed balance due, less applicable retainage, and further less all previous payments and all further sums that may be retained or withheld by the OWNER under the terms of this Agreement. CONTRACTOR may submit a corrected application for payment after its receipt of the ENGINEER's notice of error or dispute, and such corrected application for payment shall be reviewed by the ENGINEER and disputed or paid under the same procedure and within the same time limits set out above. As a condition of any progress payment under this Agreement, CONTRACTOR shall execute and deliver to ENGINEER and OWNER a full release of all claims, direct or indirect, at law or in equity, arising out of or related to the Work to date, excluding retainage or any claims previously submitted as required under the terms of the Contract, and specifically identified and excluded by CONTRACTOR in the release. OWNER shall be entitled to retain from each progress payment five percent (5%) of the amount thereof. Such retainage shall be retained until Final Completion and satisfaction of all conditions for Final Payment. It is understood, however, that in case the whole Work be near to completion, as certified by the ENGINEER, and some unexpected or unusual delay occurs, through no neglect or fault on the part of the CONTRACTOR, the OWNER may, upon written recommendation of the ENGINEER, pay a reasonable and equitable portion of the retained percentage to the CON TRACTOR, or the CONTRACTOR, at the OWNER'S option, may be relieved of the obligation to fully complete the Work, and thereupon, the CONTRACTOR shall receive, at the OWNER'S option, payment of the balance due him under the Contract for Work completed in accordance with the Contract Documents, subject to OWNER's rights to otherwise withhold or retain payments, and subject to the conditions set forth under"6.08 FINAL PAYMENT." The Owner at its option and in compliance with Texas law may reduce retainage to less than the above-stated percentages. 6.07 USE OF COMPLETED PORTIONS & PUNCHLIST. The OWNER shall have the right to take possession of and use any completed or partially completed portions of the Work, notwithstanding that the time for completing the entire work or such portions may not have expired; but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use increases the cost of or delays the Work, the CONTRACTOR shall promptly and within three (3) days of OWNER's taking possession, give OWNER written notice of same, and CONTRACTOR may be entitled to such extra compensation or extension of time, or both, as may be determined in accordance with the provisions of this Agreement. 6.08 SUBSTANTIAL COMPLETION. The CONTRACTOR shall notify the OWNER AND ENGINEER, by letter executed by a duly qualified officer of CONTRACTOR, that in CONTRACTOR's opinion, the Work of the Contract, or an agreed portion thereof, is "Substantially Complete". Such notification shall include a list of all outstanding or incomplete items. Upon receipt, and within a reasonable time thereafter, of such notice, the ENGINEER and the CONTRACTOR shall jointly perform a walk-through and inspection of the Work to determine 10-2012 00700-23 of 36 113 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT the status of all or the identified portion of the work, and the ENGINEER shall prepare a detailed list of unfinished, incomplete, defective and/or non-conforming Work ("Punchlist"). If the ENGINEER determines that the Work is Substantially Complete in accordance with the Contract Documents, the ENGINEER shall issue to the OWNER and the CONTRACTOR a Certificate of Substantial Completion. OWNER shall have seven (7) days after receipt of Certificate to make written objection to the ENGINEER as to any provision of the Certificate or the attached list of non-conforming work. If ENGINEER concludes that the Work is not Substantially Complete, ENGINEER will, within fourteen (14) days, notify CONTRACTOR of the reason he believes the Work is not Substantially Complete. Upon Substantial Completion of the Work, ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities, pending final payment and acceptance, with respect to security, maintenance, utilities and damage to the Work, except as otherwise provided in the Certificate of Substantial Completion. NEITHER THE SUBSTANTIAL COMPLETION OF THE WORK, NOR THE OMISSION OF AN ITEM FROM TEE PUNCHLIST, SHALL EXCUSE THE CONTRACTOR FROM PERFORMING ALL OF THE WORK UNDERTAKEN, WHETHER OF A MINOR OR MAJOR NATURE, AND THEREBY COMPLETING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. The Certificate of Substantial Completion shall establish the time period within which CONTRACTOR shall complete the Work for Final Acceptance by the Owner and ENGINEER. 6.08-1 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, for security requirement reasons. OWNER may establish an access procedure to facilitate CONTRACTOR's uninterrupted access to the Work for the purposes of completing and correcting all items on the Punchlist in an expeditious manner. 6.09 FINAL PAYMENT. Final payment of the Retainage withheld from the Contract Price shall be made by the OWNER to the CONTRACTOR at such time as: (a) the Work, including all Change Orders and including all Punchlist work,has been fully completed in strict accordance with the Contract Documents; (b) the Contract has been fully performed except for the CONTRACTOR's responsibility to correct nonconforming Work during the warranty period set forth in the Contract Documents, and to satisfy other requirements, if any,which necessarily survive final payment; (c) CONTRACTOR delivers to OWNER a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to OWNER; (d) CONTRACTOR delivers to OWNER a Consent of Surety, if any,to final payment; (e) CONTRACTOR delivers to OWNER a complete set of As-Built Drawings, reflecting all deviations from the Plans, Specifications and approved shop drawings in the Work actually constructed, and delivers all maintenance and operating manuals and/or instructions; 10-2012 00700-24 of 36 114 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (f) CONTRACTOR delivers to OWNER all building certificates required prior to occupancy and all other required inspections/approvals/acceptances by city, county, state governmental entities or other authorities having jurisdiction; (g) CONTRACTOR delivers to OWNER assignments of all guarantees and warranties from subcontractors,vendors, suppliers or manufacturers, as well as names, addresses and telephone numbers of contacts for each subcontractor,vendor, supplier or manufacturer; (h) CONTRACTOR removes all equipment,tools,temporary facilities,surplus materials and rubbish from the site, and final cleans the site to OWNER's satisfaction; (i) CONTRACTOR delivers to OWNER a Full and Final Release and Affidavit of Bills Paid in the form attached hereto as Attachment No. 2, executed by CONTRACTOR; (j) CONTRACTOR delivers to OWNER all other documentation required to be submitted to OWNER pursuant to the Contract Documents, including but not limited to any special guarantees or warranties, operation and maintenance manuals, etc'. in each case in a form satisfactory to OWNER as determined in OWNER's sole discretion; and (k) the Final Application for Payment has been approved by the ENGINEER and OWNER. Acceptance of Final Payment by the CONTRACTOR shall constitute a waiver of all claims by CONTRACTOR against OWNER other than any claims previously made in writing by CONTRACTOR against OWNER, and still unsettled, and except for claims arising out of third party actions, cross-claims and counterclaims. No interest shall be due or payable by OWNER to CONTRACTOR on any sums retained or withheld by OWNER pursuant to the terms or provisions of the Contract Documents, except as otherwise provided by applicable law. Neither the Certificate of Substantial Completion nor the Final Payment nor possession or acceptance of the Work shall relieve the CON TRACTOR of its obligation for correction of defective or non- conforming Work, or for fulfillment of any warranty, which may be required by law or by the Contract Documents. 6.10 CORRECTION OF WORK BEFORE FINAL PAYMENT. The CONTRACTOR shall promptly remove from OWNER's premises all materials, equipment or Work which is defective or otherwise not in conformance with the Contract Documents, whether actually incorporated in the Work or not, and CONTRACTOR shall, at his own expense, promptly replace such materials, equipment or Work with other materials conforming to the requirements of the Contract. The CONTRACTOR shall also bear the expense of restoring all work of CONTRACTOR or other contractors damaged by any such removal or replacement. If CON TRACTOR does not remove and replace any such unsuitable Work within ten (10) business days after receipt of a written notice from the OWNER or the ENGINEER, the OWNER may remove, replace and remedy such work at CON"TRACTOR's expense. 10-2012 00,700-25 of 36 115 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.11 CORRECTION OF WORK AFTER FINAL PAYMENT. If within one (1) year from the date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents, CONTRACTOR shall, at its sole cost, correct it and any other work affected thereby promptly after receipt of a written notice from OWNER to do so. In addition, CONTRACTOR shall be responsible for any damage to building contents, when such damage results from the CONTRACTOR's use of faulty materials or defective workmanship; to the extent such damage is not covered by OWNER's insurance. This warranty period shall renew and recommence for each corrected item of Work upon completion of the remedial work. This time period for correction by CONTRACTOR is in addition to, and not in lieu of, all warranties or remedies,which exist at common law or by statute. These warranty obligations shall survive the termination of this Contract, and shall be enforceable by a decree of specific performance, in addition to such other rights and remedies available to OWNER at law or in equity. 6.12 PAYMENTS WITHHELD. The OWNER may withhold, or on account of subsequently discovered evidence nullify and demand immediate repayment of, the whole or part of any certificate for payment or payment, to such extent as may be necessary to protect OWNER from loss on account of: (a) Defective or non-conforming Work not remedied; (b) Claims filed or reasonable evidence indicating probable filing of claims; (c) Failure of the CONTRACTOR to make payments promptly to subcontractors or for material or labor; (d) Damage to another contractor, OWNER, existing improvements on the site, or to adjacent or adjoining property; (e) Reasonable doubt that the Work can be completed for the unpaid balance of the Contract amount; (f) Reasonable indication that the Work will not be completed within the Contract Time; (g) Failure on the part of the CONTRACTOR to execute any and all documents, releases or other documents presented to the CONTRACTOR for execution, as provided for herein or otherwise; (h) Liquidated or other damages due to late completion; and/or (i) Any breach by CONTRACTOR of this Contract or any other agreement between OWNER and CONTRACTOR. When the above grounds are removed to OWNER's satisfaction,the withheld payment shall be made promptly. If the said causes are not so remedied, OWNER may remedy the same for CONTRACTOR's account, charge the entire cost thereof to CONTRACTOR and deduct such cost 10-2012 00700-26 of 36 116 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT from the Contract Sum or from any payments due or to become due under any other agreement between OWNER and CONTRACTOR. 6.13 DELAYED PAYMENTS. Should the OWNER fail to make payment to the CONTRACTOR when payment is due in accordance with the terms of the Contract Documents, any interest due CONTRACTOR for late payments shall accrue and be paid in accordance with the provisions of Chapter 2251 of the Texas Government Code, as amended, and payment of such interest shall fully liquidate and compensate any injury to the CONTRACTOR growing out of such delay in payment. Should OWNER fail to pay CONTRACTOR an undisputed amount due within the time limits provided in the Contract or applicable law, CONTRACTOR shall give the notice required and comply with the provisions of Section 2251.051 of the Texas Government Code, and shall thereupon be entitled to the rights and remedies provided therein. 7.0 EXTRA WORK AND CLAIMS 7.01 DIFFERING SITE CONDITIONS. During the progress of the work, if subsurface, latent physical conditions or unknown physical conditions of an unusual nature are encountered at the site that differ materially from those indicated in the contract or from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract,the CONTRACTOR shall notify the OWNER's Representative in writing within three (3) calendar days of the specific differing conditions before the site is disturbed and before the affected work is performed. (a)Upon written notification,the ENGINEER will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. The ENGINEER will notify the CONTRACTOR in writing of the determination whether or not an adjustment of the contract is warranted. (b)No contract adjustment which results in a benefit to the CONTRACTOR will be allowed unless the CONTRACTOR has provided the required written notice. (c)No contract adjustment will be allowed under this clause for any effects caused on unchanged work. 7.02 SUSPENSIONS OF WORK ORDERED BY THE ENGINEER. If the performance of all or any portion of the work is suspended by the ENGINEER in writing for seven(7) calendar days and the CON TRACTOR believes that additional compensation and/or contract time is due as a result of such suspension,the CONTRACTOR shall submit a written request for adjustment to the ENGINEER within seven(7) calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment. (a)Upon receipt,the ENGINEER will evaluate the CONTRACTOR's request. If the ENGINEER agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the CONTRACTOR, its suppliers, or subcontractors at any approved tier, and not caused by weather,the ENGINEER will make 10-2012 00700-27 of 36 117 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT an adjustment(excluding profit) and modify the contract in writing accordingly. The CON IRACTOR will be notified of the ENGINEER's determination, in writing,whether or not an adjustment of the contract is warranted. (b)No contract adjustment will be allowed unless the CONTRACTOR has submitted the request for adjustment within the time prescribed. (c)No contract adjustment will be allowed under this clause to the extent that performance would have been suspended by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract. 7.03 CHANGE ORDERS. Without invalidating this Agreement,the OWNER may, at any time or from time to time,order additions, deletions or revisions to the Work; such changes will be authorized by Change Order to be prepared by the ENGINEER for execution by the OWNER and the CONTRACTOR. The Change Order shall set forth the basis for any change in Contract Price, as hereinafter set forth for Extra Work, and any change in Contract Time,which may result from the change. 7.04 In accordance with paragraph 1.07 CONTRACTOR'S request to work weekends, the Owner's Construction Manager shall, upon receipt of written notice by the CONTRACTOR of the need to conduct work on otherwise non-Work Days,prepare a cost estimate for providing Construction Management and Inspection services during the requested period and submit this to both OWNER and CONTRACTOR. If approved by both parties the Construction Manager shall prepare a Deductive Change Order in the amount stated in the estimate for the signature of the CONTRACTOR and the OWNER for inclusion in the next Pay Application. The Deductive Change Order must be signed and executed by both the OWNER and CONTRACTOR prior to start of work on any non-Work Day. 7.05 MINOR CHANGES. The ENGINEER may authorize minor changes in the Work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price or time. If the CONTRACTOR believes that any minor changes authorized by the ENGINEER involves Extra Work or entitles him to an increase in the Contract Price or the Contract Time, the CONTRACTOR shall give notice of same by written request to the ENGINEER for a written Work Order, with a copy to OWNER. Any such notice and request by the CON TRACTOR shall be given prior to beginning the changed work. CONTRACTOR's commencement of any minor change in the Work prior to such written notice and request shall constitute a waiver of any and all claims for an increase in the Contract Price or the Contract Time arising out of or related to such changed work. 7.06 EXTRA WORK. It is agreed that the CONTRACTOR shall perform all work when presented with a written Change Order, Work Change Directive or Work Order signed by the ENGINEER, subject, however, to the right of the CONTRACTOR to require written confirmation of such Change Order, Work Change Directive or Work Order by the OWNER. It is agreed that the basis of compensation or adjustment to the CONTRACTOR for work either altered, added or deleted by a Change Order or Work Change Directive, or for which a claim for Extra Work is made, shall be determined by one or more of the following methods: Method(A)--By Contract unit prices applicable to the work, if any; or 10-2012 00700-28 of 36 118 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Method(B)--By agreed unit prices or agreed stipulated lump sum price; or Method(C)--If neither Method (A) nor Method (B) can be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "Actual Field Cost" of the work plus: a) For subcontractors performing work mark-up shall be limited to fifteen percent, ten (10%) for the subcontractor plus five (5%) for the General Contractor or b)For the General Contractor alone, self-performing the extra work,without subcontractor, the mark-up shall not exceed ten percent (10%), as full and final compensation for the Extra Work and all costs and expenses, direct or indirect, arising out of or related thereto. In the event said Extra Work or Change Order or Work Change Directive work is performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "Actual Field Cost" is hereby defined as the cost to the CONTRACTOR of all workers, such as foremen, timekeepers, mechanics and laborers, and materials, supplies, trucks, rentals of machinery and equipment, for the time actually employed or used on such Extra Work or Change Order or Work Change Directive work, plus actual transportation charges necessarily incurred together with all power, fuel, lubricants, water and similar operating expenses, plus all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security, Old Age Benefits and other payroll taxes, and a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation, and all other insurance as may be required by law or ordinance, or the Contract Documents,plus all payments to subcontractors for such work. The ENGINEER may direct the form in which accounts of the "Actual Field Cost" shall be kept and the records of these accounts shall be made available to the ENGINEER. The ENGINEER or OWNER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using one hundred percent (100%), unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America where practicable. The mark-up of the "Actual Field Cost"to be paid to the CONTRACTOR, shall cover and compensate him for his profit, overhead, and all other elements of cost and expense not embraced within the "Actual Field Cost" as herein defined, save that where the CONTRACTOR's field office must be maintained solely on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "Actual Field Cost." No claim for Extra Work of any kind will be allowed unless ordered by the ENGINEER in a written Work Order. In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the Contract Time, he shall make written request to the ENGINEER for a written Work Order authorizing such Extra Work within ten (10) days of ENGINEER's orders or instructions, otherwise the orders or instructions will be considered minor changes. The issuance 10-2012 00700-29 of 36 119 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT of a Work Order by the ENGINEER shall not constitute or be construed as an agreement or acknowledgement by the ENGINEER that the work which is the subject of the Work Order is Extra Work outside the scope of the Contract Work, but shall merely constitute a direction to the CONTRACTOR to perform the work, and the CONTRACTOR shall proceed with the work, and shall keep an accurate account of the "Actual Field Cost" thereof, as provided under Method (C). Upon completion of the alleged Extra Work, the CONTRACTOR shall promptly and within ten (10) days submit his claim to the ENGINEER by proper certification and attestation, on forms provided by the ENGINEER. The ENGINEER shall render a written decision on CONTRACTOR's claim within ten (10) days. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and binding upon the parties. If the ENGINEER shall fail to respond in writing to CONI'RACTOR's claim within thirty (30) days of the date of submission, or if CONTRACTOR shall dispute or object to ENGINEER's decision on any claim, and CONTRACTOR fails to file a Request for Mediation of such claim in accordance with the provisions of Article 9.0,within sixty(60) days after the date of submission to the ENGINEER, or such longer period as the parties may agree to in writing, the CONTRACTOR shall lose and forfeit his right to make such claim for Extra Work at any later date, and all such claims held by the CONTRACTOR shall be deemed waived, forfeited and forever barred. CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 7.07 TIME OF FILING CLAIMS. Except as otherwise provided herein, all questions } of dispute or adjustment shall be made within the Pro-Trak system and filed with the ENGINEER within three (3) days after the ENGINEER has given any directions, order or instruction to which the CONTRACTOR desires to take exception. The ENGINEER shall reply within thirty (30) days to such written exceptions, and render his final decision in writing. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and binding upon the parties. In case the CONTRACTOR should desire to appeal from the ENGINEER's decision, the CONTRACTOR may request a meeting between representatives of the OWNER and the CONTRACTOR for the purposes of appealing the ENGINEER's decision directly to the OWNER, such meeting to occur within ten (10) days after the date of the CONTRACTOR's request, or such longer period as may be agreed to by the parties in writing. If the CONTRACTOR shall still be aggrieved after a meeting with the OWNER and/or his representative, the CONTRACTOR shall have sixty (60) days after the date of the meeting, or such longer period as the parties may agree to in writing, to file a Request for Mediation of such claim in accordance with the provisions of Article 9.0. In the event the CONTRACTOR shall fail, for any reason,to timely file a Request for Mediation,the OWNER shall be released of any and all liability, and the CONTRACTOR's failure to timely file a Request for Mediation shall constitute a waiver, forfeit and final bar of all such claims held by the CONTRACTOR against the OWNER. CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 10-2012 00700-30 of 36 120 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 8.0 DEFAULT 8.01 DEFAULT BY CONTRACTOR. In case the CONTRACTOR should abandon and fail or refuse to resume Work within five (5) days after written notification from the OWNER or the ENGINEER, or if the CONTRACTOR fails to comply with the orders of the ENGINEER when such orders are consistent with the Contract Documents, or if the CONTRACTOR otherwise defaults on its obligations under the Contract, OWNER shall have the right, if it so elects and without prejudice to any other rights it may have, after giving five (5) days written notice of default to CONTRACTOR and any surety, to terminate the Contract or any part thereof and/or to take over or cause others to take over the Work or any part thereof, and to complete such Work for the account of CONTRACTOR. Where Performance and Payment Bonds exist, the sureties on these bonds shall be directed to complete the Work in conjunction with the notice of default, and a copy of said notice shall be delivered to the CONTRACTOR. After receiving said notice of default,the CONTRACTOR shall promptly and within no more than three (3) days, remove from the Work any machinery, equipment, or tools then on the job, not intended for incorporation into the Work. Should CONTRACTOR fail to promptly remove such machinery, equipment or tools, OWNER may remove such machinery, equipment or tools and store same at CONTRACTOR's expense; return such machinery, equipment or tools to their purported owner; or otherwise dispose of such machinery, equipment or tools as OWNER sees fit. Any materials, supplies and/or equipment delivered for use in the Work, may be used in the completion of the Work by the OWNER or the surety on the Performance Bond, or another contractor in completion of the Work; it being understood that the use of such equipment, supplies and materials will ultimately reduce the cost to complete the Work and be reflected in the final settlement. Where there is no Performance Bond or in case the surety should fail to commence compliance with the notice for completion hereinabove provided for within ten (10) days after the service of such notice, then the OWNER may provide for completion of the Work in either of the following elective manners: (a) The OWNER may thereupon employ such force of workers and use such machinery, equipment, tools, materials and supplies as the OWNER may deem necessary to expeditiously complete the Work, and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such monies as may be due or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement or any other agreement between OWNER and CONTRACTOR. In case such expense is less than the sum which would have been payable under this Contract if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall be credited with the difference. In case such expense is greater than the sum which would have been payable under this Contract if the same had been completed by such CONTRACTOR, then the CONTRACTOR and/or his surety shall promptly pay the amount of such excess to the OWNER upon demand; or 10-2012 00700-31 of 36 121 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (b) The OWNER, under sealed bids, under the times and procedures provided for by law, may let the contract for completion of the Work under substantially the same terms and conditions which are provided in this Contract. In case of any increase in cost to the OWNER under the completion contract, as compared to what would have been the cost under this Contract, such increase shall be charged to the CONTRACTOR, and the amount of such increase may be deducted by the OWNER out of such monies as may be due or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement or any other agreement between OWNER and CONTRACTOR, or the CONTRACTOR and/or his surety shall promptly pay the amount of such increase to the OWNER upon demand. However, should the cost to complete any such completion contract prove to be less than what would have been the cost to complete under this Contract,the CONTRACTOR and/or his surety shall be credited therewith. In the event of a default by CONTRACTOR, no further payments shall be made to CONTRACTOR under the Contract until the Work is Finally Completed. When the Work shall have been Finally Completed,the CONTRACTOR and his surety shall be so notified. A complete itemized statement of the Contract accounts, certified by the ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR and his surety, whereupon the CONTRACTOR and/or his surety shall pay the balance due as reflected by said statement. The OWNER, prior to incurring an obligation to make payment hereunder, shall have such statement of completion attested to by the CONTRACTOR and the surety as accurate, and in exchange for payment of the sum stated therein, the OWNER shall be entitled to a full and final release of any claims or demands by the CON TRACTOR or the surety. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this Contract, or when the CONTRACTOR and/or his surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools or supplies left on the site of the Work shall be turned over to the CON TRACTOR and/or his surety. Should the cost to complete the Work exceed the Contract Price, and the CONTRACTOR and/or his surety fail to pay the amount due the OWNER within the time designated above, and there remains any machinery, equipment, tools, materials or supplies which are the property of CONTRACTOR on the site of the Work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his surety at the respective addresses designated in the Contract, provided, however, that actual written notice given in any manner will satisfy this condition. After mailing or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his surety, subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date of such notice, the OWNER may sell such property, equipment, tools, materials or supplies, and apply the net sum derived from such sale to the credit of the CONTRACTOR and his surety. Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials or supplies, which remain on the Work, and belong to persons other than the CONTRACTOR or his surety, to their reputed owners. 8.02 SUPPLEMENTATION OF CONTRACTOR FORCES. If CONTRACTOR at any time shall, in OWNER'S sole opinion, fail to furnish skilled workers, suitable materials, supplies or adequate equipment sufficient for the prompt, timely and diligent prosecution of the Work in 10-2012 00700-32 of 36 122 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT accordance with OWNER's direction, OWNER shall have the right, without prejudice to the exercise of other remedies for the same default and without fully taking over the Work, to supplement CONTRACTOR's forces and to expedite delivery of and to procure and furnish such workers, materials, tools, supplies or equipment for CONTRACTOR's account by employing other contractors and suppliers engaged in the same class of work and charge the entire cost thereof to CONTRACTOR, said cost to be deducted from sums due or to become due to CONTRACTOR under the Contract or any other agreement with OWNER or any parent, subsidiary or affiliate of OWNER. 8.03 CUMULATIVE REMEDIES & SPECIFIC PERFORMANCE. All rights and remedies of OWNER, under the terms of the Contract and/or available at law or in equity, are cumulative. In the event CONTRACTOR or any of its subcontractors, vendors or suppliers fails or refuses for any reason to provide timely manufacture, fabrication, delivery, installation, erection, construction or completion of any supplies, materials, expendables, equipment, machinery, accessories or appurtenances to be furnished hereunder, CONTRACTOR acknowledges and agrees that such items are required, necessary, essentially unique to the Project and the Work and will cause irreparable harm to OWNER and the Project if not furnished in accordance with the Contract, and OWNER shall have the right to obtain a decree of specific performance and mandatory injunctive relief from any Court of competent jurisdiction to ensure the timely furnishing of such items. 8.04 CROSS-DEFAULT. If, for any reason, CONTRACTOR is declared in default and/or terminated by OWNER under any other agreement with OWNER, whether related to the Project or not related to the Project, OWNER shall have the right to offset and apply any amounts which might be owed to OWNER by CONTRACTOR under any other such agreements against any earned but unpaid amounts owing to CONTRACTOR by OWNER under the Contract, any retainage earned by CONTRACTOR under the Contract or any unearned, unpaid amount under the Contract. 8.05 INSOLVENCY. It is recognized that if CONTRACTOR becomes a debtor in voluntary or involuntary bankruptcy proceedings, makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of his insolvency, such events could seriously impair or frustrate CONTRACTOR's performance of the Work. Accordingly, it is agreed that should CONTRACTOR become a debtor in bankruptcy, either voluntary or involuntary, CONTRACTOR shall notify OWNER in writing within twenty-four (24) hours of the filing with the bankruptcy court. Further, it is agreed that upon occurrence of any one or more such events, OWNER shall be entitled to request of CONTRACTOR or its successors, trustees or receivers, adequate assurances of future performance. In the event such adequate assurances are not given to the reasonable satisfaction of OWNER within seventy-two (72) hours of such request, OWNER shall have the right to immediately invoke the remedies of this Section 8 or as provided by law. Pending receipt of such adequate assurances of such future performance, OWNER may proceed with the Work on a temporary basis and deduct the costs, plus reasonable overhead and profit, from any amounts due or which may become due to CONTRACTOR under the Contract or any other agreement with OWNER. In this regard, OWNER and CONTRACTOR agree that delays in performance could result in more damages to CONTRACTOR than would be sustained if OWNER failed to exercise such remedies. 8.06 CONTINGENT ASSIGNMENT. CONTRACTOR hereby assigns to OWNER, all of CONTRACTOR's rights under and interest in any and all subcontracts and/or purchase orders 10-2012 00700-33 of 36 123 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT entered into by CONTRACTOR pursuant to this Agreement, such assignment to become effective upon CONTRACTOR's default under this Agreement or OWNER's termination of this Contract, and OWNER's acceptance of such assignment. Upon CONTRACTOR's default or OWNER's termination of this Contract, OWNER may, in the event there is no performance bond for the Contract, or in the event the performance bond surety fails to complete the Contract, or if OWNER otherwise so elects in its sole discretion, accept such assignment by written notice of such acceptance to CONTRACTOR and subcontractor, and may require subcontractors to perform all of the then unperformed duties and obligations under the subcontract, for the direct benefit of OWNER. In the event OWNER requires such performance by a subcontractor, then OWNER shall be obligated to pay such subcontractor any amounts due and owing under the terms of the subcontract/purchase order, at the subcontract prices and rates, and subject to any rights of withholding or offset and other terms and conditions of the subcontract, for all work properly performed by such subcontractor, to the date of OWNER's acceptance and thereafter. OWNER's liability in this connection, however, shall not exceed the amount obtained by subtracting all payments made by CON 1 RACTOR to subcontractor from the Subcontract Price at the time of CONTRACTOR's default or OWNER's termination of CONTRACTOR. CONTRACTOR shall include a provision in its subcontracts that allows such assignment and allows OWNER to take these actions, and further provides that in the event of CONTRACTOR's termination for default, the subcontractor agrees to give the OWNER or its agent the right to inspect all books and records of subcontractor relating to the Work. 8.07 WAIVER OF CONSEQUENTIAL DAMAGES. CONTRACTOR expressly waives any and all claims for consequential damages against OWNER arising out of or related to this Contract, or any other agreements between CONTRACTOR and OWNER, including, but not limited to, claims for damages incurred by CONTRACTOR for principal office expenses, including the compensation of personnel stationed there, losses of financing, bonding capacity, business and reputation, and claims for lost profit,whether on this Contract or otherwise. 8.08 1ERMINATION FOR CONVENIENCE. OWNER may at its sole discretion, upon five (5) days written notice to CONTRACTOR, terminate this Contract, in whole or in part, if and when OWNER determines that it is in the best interest of OWNER to do so. Upon receipt of such written notice from OWNER, CONTRACTOR shall cease all terminated Work and take reasonable precautions to protect and preserve such work, and shall take all reasonable measures after consultation with OWNER to terminate or assign to OWNER all subcontracts, purchase orders or other commitments related to the Work or the Project on terms and conditions acceptable to OWNER. CONTRACTOR will be paid for all Work performed in strict accordance with the Contract Documents, based upon the Contract Price and the percentage of completion on the date of termination, and less amounts previously paid, subject to any reasonable backcharges attributable to CONTRACTOR's failure to comply with any of the provisions of this Contract and further subject to the other terms of this Contract regarding payment. In no event will CONTRACTOR receive or be entitled to any payment or compensation whatsoever for interruption of business or loss of business opportunities, any other items of consequential damages, for overhead or loss of profits on the unperformed Work and/or services and unfurnished materials or for any intangible, impact or similarly described cost, damages or expense, and under no circumstances shall the total sum paid to or received by CONTRACTOR under this Contract exceed the Contract Price. The compensation provided herein shall be CONTRACTOR's sole and exclusive remedy arising out of a termination for convenience. 10-2012 00700-34 of 36 124 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 8.09 DEFAULT BY OWNER. In case the OWNER shall default on its material obligations under this Contract, other than OWNER's failure to pay CONTRACTOR a disputed amount due within the time limits provided in the Contract or applicable law, as addressed by Section 6.13 of this Agreement, and shall fail or refuse to cure, or to commence and diligently pursue cure of such default within fifteen (15) days after written notification by the CON TRACTOR, then the CONTRACTOR may suspend or wholly abandon the Work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of the Work that have not been included in payments to the CONTRACTOR and have not been incorporated into the Work. And thereupon, the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all Work actually completed by said CONTRACTOR (at the Contract Prices), the value of all partially completed Work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this Contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole Work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement, and shall present the same to the OWNER, and OWNER's payment of said sum to the CON TRACTOR, on or before thirty (30) days after OWNER's receipt of such statement, shall satisfy any and all rights, claims or causes of action of CONTRACTOR arising out of or related to such default by OWNER, and shall be CONTRACTOR's sole and exclusive remedy for such default. A disputed or unilateral claim by the Contractor cannot by itself constitute a default hereunder. ( 9.0 DISPUTE RESOLUTION Any dispute or pending claim or dispute resolution process between OWNER and CONTRACTOR shall not excuse or relieve CONTRACTOR of its obligations under the Contract, and CONTRACTOR shall diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. All claims, disputes and other matters in question arising out of or relating to, the Contract, or the breach thereof, shall be subject to mediation as a condition precedent to any other dispute resolution process as may be selected by OWNER. Unless mutually agreed otherwise the mediation shall be conducted by a third party who will be selected by agreement between OWNER and CON TRACTOR, and Request for Mediation shall be filed with the other party. The parties shall share the mediator's fee and any filing fees equally. If a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the work of a subcontractor or supplier, OWNER or CONTRACTOR may join such subcontractor or supplier as a party to any mediation proceeding between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts and/or purchase orders related to the Work a specific provision whereby the subcontractor or supplier consents to being joined in mediation between OWNER and CONTRACTOR involving the work of such subcontractor or supplier. This Contract shall be governed by the laws of the State of Texas and shall be considered performable in Brazoria County, Texas, for venue purposes. Further, the OWNER and CONTRACTOR stipulate that venue for any dispute resolution proceeding involving or touching upon the Contract other than the conduct of an arbitration hearing shall be in Brazoria County, 10-2012 00700-35 of 36 125 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Texas, or, if such choice of venue is prohibited or unenforceable by law, shall be held in the county where the Project is located. CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by OWNER in the event OWNER seeks to enforce any provision of this Contract whether by arbitration or other dispute resolution process. Further, in the event OWNER defends any claim instituted by CONTRACTOR against OWNER, whether in arbitration or other dispute resolution process, CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by OWNER in defending such claim provided OWNER is the prevailing party, in whole or in part, in such proceeding. 10-2012 00700-36 of 36 126 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO. 1 TO GENERAL CONDITIONS WORKERS' COMPENSATION INSURANCE COVERAGE A. DEFINITIONS: Certificate of coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project for the duration of the Project. Duration of the Project.includes the time from the beginning of the Work on the Project until the contractor's/person's work on the Project has been completed and the Project warranty period has expired. Persons providing services on the project includes persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with due contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, motor carriers and owner- operators, (as defined at Section 406.121 of the Texas Labor Code), leasing companies, and employees of any such entity, or employees of any entity which • furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for employees of the contractor providing services on the project,for the duration of the project. C. The CONTRACTOR must provide a certificate of coverage to the OWNER prior to being awarded the Contract. D. If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the project, the CONTRACTOR must, prior to the end of the coverage period, file a new certificate of coverage with the OWNER showing that coverage has been extended. E. The CONTRACTOR shall obtain from each subcontractor or other person providing services on a project, and provide to the OWNER: (I) a certificate of coverage, prior to that person beginning work on the Project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the Project; and 05/2007 00700-Al 127 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT r-. (2) no later than seven days after receipt by the CONTRACTOR and prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery, within 10 days after the CONTRACTOR knew or should have known, of any changes that materially affect the provision of coverage of any person providing services on the Project. H. The CONTRACTOR shall post on each Project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. NOTICE REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440- 3789 to receive information on the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a project,too: (1) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for all of its employees providing services on the Project,for the duration of the Project; (2) provide to the CONTRACTOR,prior to that person beginning work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the Project: 05/2007 00700-A2 128 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (3) provide the CONTRACTOR,prior to the end of the coverage period, a new certificate of coverage, showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (4) obtain from each other person with whom it contracts, and provide to the CONTRACTOR: (a) a certificate of coverage,prior to the other person beginning work on the Project; and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (5) retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; (6) notify the OWNER in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts,to perform as required by paragraphs (1) - (7),with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage agreements will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The CON 1'RACTOR's failure to comply with any of these provisions is a breach of contract by the CONTRACTOR, which entitles the OWNER to pursue all rights and remedies available to it under the Contract, at law or in equity, if the CONTRACTOR does not remedy the breach within ten days after receipt of notice of breach from the OWNER. 05/2007 00700-A3 129 CITY OFPi 1RR, 4i ! GENERAL CONDETIONS OF AGREEMENT ATTACHMENT NO.2 TO GENERAL CONDITIONS i AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE In consideration of the Final Payment under that certain contract between [Contractor's Company Name] (hereafter"CONTRACTOR")and the City of Pearland(hereafter"OWNER")for the Project known as Hughes Ranch Road (CR 403) (the "Contract"), the CONTRACTOR makes the following representations to OWNER, either individually if a proprietorship, or jointly and severally by all general partners if a partnership, or if a corporation, by action of the president and secretary of said corporation, as duly authorized by appropriate action of the stockholders and/or board of directors of said corporation, their signatures hereon constituting a representation under oath by said individuals that they have the authority to execute this Agreement for and on behalf of the said corporation: 1. The undersigned CON TRACTOR represents to OWNER that the Application for Payment for the Final Payment under the Contract,and the final Change Order issued under the Contract if any, whether or not modified, corrected or changed in some way by the ENGINEER, the CONTRACTOR or the OWNER, a copy of which are attached hereto and marked Exhibit "A", are true, correct and accurate, and that CONTRACTOR has received payment in full for all other Applications for Payment submitted under the Contract, and that CONTRACTOR has been fully compensated for all labor, materials, equipment and/or services furnished in connection with the Contract, except for the Final Payment. 2. It is agreed and stipulated by the undersigned CONTRACTOR that upon the receipt of Final Payment in the amount as set out on the attached Application for Payment, the CONTRACTOR, by execution of this instrument of release, does, therefore, RELEASE and FOREVER DISCHARGE OWNER of and from all manner of debts, claims, demands, obligations, suits, liabilities and causes of action of any nature whatsoever, at law or in equity, in contract or in tort, now existing or which may hereafter accrue,arising out of or related to the Contract,any Change Orders or Work Orders, the Work, or any labor, materials, equipment or services furnished by CONTRACTOR to OWNER. 3. The CONTRACTOR, acting by and through the person or persons whose names are subscribed hereto,does solemnly swear and affirm that all bills and claims have been paid to all materialmen, suppliers, laborers, subcontractors, or other entities performing services or supplying materials or equipment,and that OWNER shall not be subject to any bills, claims, demands, litigation or suits in connection therewith. 4. It is further specifically understood and agreed that this Agreement for Final Payment and Contractor's Sworn Release shall constitute a part of the Contract, and it is also specifically understood and agreed that this Agreement shall not act as a modification,waiver or renunciation by OWNER of any of its rights or remedies as set out in the Contract itself, but this Agreement for Final Payment and Contractor's Sworn Release shall constitute a supplement thereto for the additional protection of OWNER. 0:a,21X17 (1o71; -.F t 130 CITY OF PEARLAND GEP_4Tk R.AL GOND[T1ONS OF AGREEMENT ' SIGNED and EXECUTED this,the_day of ,20 . CONTRACTOR: By: Signature Print Name: Title: [If CONTRACTOR is a proprietorship, owner must sign; if a partnership, each general partner must sign; if a corporation,the following language should be used.] SIGNED and EXECUTED this,the day of 20_by _ , a Texas corporation, under authority granted to the undersigned by said corporation as contained in the Charter, By-Laws or Minutes of a meeting of said corporation regularly called and held. CON TRACTOR: By: President ATTEST: Corporate Secretary (Corporate Seal) [This form is for use by either a proprietorship or a partnership. In the event CONTRACTOR is a partnership or a joint proprietorship, additional signature lines should be added for each individual.] (1.92007 Ottle,O-B2. 131 Chi'}'OPPEARLdND GENERAL COND. TWWNS OF AGREEMENT AFFIDAVIT STATE OF TEXAS § COUNTY OF § BEFORE ME,the undersigned authority, on this day personally appeared the person or persons whose name(s) are subscribed to the above and foregoing Agreement for Final Payment and Contractor's Sworn Release,who each, after being by me duly sworn, on their oaths deposed and said: I(We) am (are)the person(s)who signed and executed the above and foregoing Agreement for Final Payment and Contractor's Sworn Release, and I (we)have read the facts and statements as therein set out and the representations as made therein, and I(we) state that the above and foregoing are true and correct. CONTRACTOR-Affiant SWORN TO AND SUBSCRIBED TO before me,the day of 20_. Notary Public, State of Texas My Commission Expires: [This form is for use in the event CONTRACTOR is a corporation.] 132 CITY O.FPP4RLAND GENERAL CONDITIONS OF AGREEMENT AFFIDAVIT STATE OF TEXAS § COUNTY OF § BEFORE ME,the undersigned authority, on this day personally appeared the persons who signed and executed the above and foregoing Agreement for Final Payment mid Contractor's Sworn Release,whose names are set out above, who each, after being by me duly sworn, on their oaths deposed and said: We each are the persons whose names are subscribed above, and hold respectively the offices in the corporation as set out above, and each state under oath that we have the authority to execute this Agreement for Final Payment and Contractor's Sworn Release for and on behalf of said corporation,pursuant to authority granted to us in the Charter of said corporation,the By-Laws of said corporation and/or the Minutes of said corporation; and the facts, statements and representations as set out in the instrument to which this Affidavit is attached, are true and correct. SWORN TO AND SUBSCRIBED TO before me this,the day of 20 Notary Public, State of Texas My Commission Expires: 1 J 2 +6. t+i '(ti�-.E 133 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO.3 TO GENERAL CONDITIONS OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR 1. Definitions. For purposes of this Agreement: 1.1 Owner Parties. "Owner Parties" means (a)the City of Pearland, its successors and assigns, and the Engineer, (b) any officers, employees, or agents of such persons or entities, and(c) others as required by the Contract Documents, if any. 1.2 Contractor. "Contractor" shall mean the vendor providing the service or work to be performed under this Agreement. 1.3 Subcontractor. "Subcontractor" shall include subcontractors of any tier. 1.4 ISO. "ISO"means Insurance Services Office. 2. Contractor Insurance Representations to Owner Parties 2.1 It is expressly understood and agreed that the insurance coverages required herein: 2.1.1 represent Owner Parties' minimum requirements and are not to be construed to void or limit the Contractor's indemnity obligations as contained in h this Agreement nor represent in any manner a determination of the insurance coverages the Contractor should or should not maintain for its own protection; and 2.1.2 are being, or have been, obtained by the Contractor in support of the Contractor's liability and indemnity obligations under this Agreement. Neither the requirements as to insurance to be carried as provided for herein, the insolvency, bankruptcy or failure of any insurance company carrying insurance of the Contractor, nor the failure of any insurance company to pay claims accruing, shall be held to affect, negate or waive any of the provisions of this Agreement. 2.2 Failure to obtain and maintain the required insurance shall constitute a material breach of, and default under, this Agreement. If the Contractor shall fail to remedy such breach within five (5) business days after notice by the Owner, the Contractor will be liable for any and all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless a written waiver of the specific insurance requirement(s) is provided to the Contractor by the Owner. In the event of any failure by the Contractor to comply with the provisions of this Agreement, the Owner may, without in any way compromising or waiving any right or remedy at law or in equity, on notice to the Contractor, purchase such insurance, at the Contractor's expense, provided that the Owner shall have no obligation to do so and if the Owner shall do so, the Contractor shall not be relieved of or excused from the obligation to obtain and maintain such insurance amounts and coverages. 10-2012 00700-Cl 134 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT 3. Conditions Affecting All Insurance Required Herein 3.1 Cost of Insurance. All insurance coverage shall be provided at the Contractor's sole expense. 3.2 Status and Rating of Insurance Company. All insurance coverage shall be written through insurance companies authorized to do business in the state in which the work is to be performed and rated no less than A-: VII in the most current edition of A.M. Best's Key Rating Guide. 3.3 Restrictive, Limiting, or Exclusionary Endorsements. All insurance coverage shall be provided to the Owner Parties in compliance with the requirements herein and shall contain no endorsements that restrict, limit, or exclude coverage required herein in any manner without the prior express written approval of the Owner. 3.4 Limits of Liability. The limits of liability may be provided by a single policy of insurance or by a combination of primary and umbrella policies, but in no event shall the total limits of liability available for any one occurrence or accident be less than the amount required herein. 3.5 Notice of Cancellation, Nonrenewal, or Material Reduction in Coverage. All insurance coverage shall contain the following express provision: In the event of cancellation, non-renewal, or material reduction in coverage affecting the certificate holder, thirty (30) days prior written notice shall be given to the certificate holder by certified mail or registered mail,return receipt requested. 3.6 Waiver of Subrogation. The Contractor hereby agrees to waive its rights of recovery from the Owner Parties with regard to all causes of property and/or liability loss and shall cause a waiver of subrogation endorsement to be provided in favor of the Owner Parties on all insurance coverage carried by the Contractor, whether required herein or not. 3.7 Deductible/Retention. Except as otherwise specified herein, no insurance required herein shall contain a deductible or self-insured retention in excess of $25,000 without prior written approval of the Owner. All deductibles and/or retentions shall be paid by, assumed by, for the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same. 4. Maintenance of Insurance. The following insurance shall be maintained in effect with limits not less than those set forth below at all times during the term of this Agreement and thereafter as required: 10-2012 00700-C2 135 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT r~' } 4.1 Commercial General Liability Insurance 4.1.1 Coverage. Such insurance shall cover liability arising out of all locations and operations of the Contractor, including but not limited to liability assumed under this contract (including the tort liability of another assumed in a business contract). Defense shall be provided as an additional benefit and not included within the limit of liability. 4.1.2 Form. Commercial General Liability Occurrence form (at least as broad as an unmodified ISO CG 0001 0798 or its equivalent). 4.1.3 Amount of Insurance. Coverage shall be provided with limits of not less than: Each Occurrence Limit $1,000,000 General Aggregate Limit $2,000,000 Product-Completed Operations Aggregate Limit $2,000,000 Personal and Advertising Injury Limit $1,000,000 4.1.4 Required Endorsements a. Additional Insured. Additional insured status shall be provided in favor of the Owner Parties on any of the following: i. ISO form CG 20 10 11 85; or ii. ISO form CG 20 26 11 85; or iii. a combination of ISO forms CG 20 33 10 01 and CG 20 37 10 01; or iv. any form providing equivalent protection to Owner. b. Designated Construction Project(s) Aggregate Limit. The aggregate limit shall apply separately to this Agreement through use of an ISO CG 25 03 03 97 endorsement or its equivalent. c. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. d. Personal Injury Liability. The personal injury contractual liability exclusion shall be deleted. e. Primary and Non-Contributing Liability. It is the intent of the parties to this Agreement that all insurance required herein shall be primary to all insurance available to the Owner Parties. The obligations of the Contractor's insurance shall not be affected by any other insurance available to the Owner Parties and shall seek no contribution from the Owner Parties' insurance, whether primary, excess contingent, or on any other basis. The Contractor's insurance coverage shall be endorsed to provide such primary and non- contributing liability. f. Waiver of Subrogation, as required in 3.6, above. 10-2012 00700-C3 136 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.1.5 Continuing Commercial General Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to Owner stating Work completion date. 4.2 Auto Liability Insurance 4.2.1 Coverage. Such insurance shall cover liability arising out of any auto (including owned, hired, and non-owned). 4.2.2 Form. Business Auto form (at least as broad as an unmodified ISO CA 0001 or its equivalent). 4.2.3 Amount of Insurance. Coverage shall be provided with a limit of not less than$1,000,000. 4.2.4 Required Endorsements a. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.3 Employer's Liability Insurance 4.3.1 Coverage. Employer's Liability Insurance shall be provided as follows: 4.3.2 Amount of Insurance. Coverage shall be provided with a limit of not less than: Employer's Liability: $1,000,000 each accident and each disease. 4.3.3 Required Endorsements a. Notice of Cancellation, Nonrenewal or 'Material Reduction in Coverage, as required in 3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.4 Umbrella Liability Insurance 4.4.1 Coverage. Such insurance shall be excess over and be no less broad than all coverages described above and shall include a drop-down provision for exhaustion of underlying limits. 4.4.2 Form. This policy shall have the same inception and expiration dates as the { commercial general liability insurance required above. 10-2012 00700-C4 137 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.4.3 Amount of Insurance. Coverage shall be provided with a limit of not less than$5,000,000. 4.4.4 Continuing Umbrella Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.5 Professional Liability Insurance 4.5.1 Coverage. The Contractor shall provide professional liability insurance for any professional design or engineering drawing required by the work. Such insurance shall indemnify the Owner from claims arising from the negligent performance of professional services of any type, including but not limited to design or design/build services as part of the Work to be performed.. 4.5.2 Form. This insurance shall include prior acts coverage sufficient to cover all services rendered by the Contractor and by its consultants under this Agreement. It is recognized that this coverage may be provided on a Claims-Made basis. 4.5.3 Amount of Insurance. Coverage shall be provided with a limit of not less than$1,000,000. 4.5.4 Continuing Professional Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.6 Builder's Risk 4.6.1 Insureds. Insureds shall include: a. Owner, General Contactor and all Loss Payees and Mortgagees as Named Insureds; and b. subcontractors of all tiers in the Work as Additional Insureds. 10-2012 00700-CS 138 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.6.2 Covered Property. Such insurance shall cover: a. all structure(s) under construction, including retaining walls, paved surfaces and roadways, bridges, glass, foundation(s), footings, underground pipes and wiring, excavations, grading, backfilling or filling; b. all temporary structures. (e.g., fencing, scaffolding, cribbing, false work, forms, site lighting, temporary utilities and buildings) located at the site; c. all property including materials and supplies on site for installation; d. all property including materials and supplies at other locations but intended for use at the site; e. all property including materials and supplies in transit to the site for . installation by all means of transportation other than ocean transit; and f. other Work at the site identified in the Agreement to which this Exhibit is attached. Form a. Coverage shall be at least as broad as an unmodified ISO Special form, shall be provided on a completed-value basis, and shall be primary to any other coverage insurance available to the insured parties, with that other insurance being excess, secondary and non- contributing. b. No protective safeguard warranty shall be permitted. c. Required coverage shall further include: i. Additional expenses due to delay-in $ TBD completion of project(where applicable) ii. Agreed value Included without sublimit iii. Damage arising from error, omission or Included without sublimit deficiency in construction methods, design, specifications,workmanship or materials, including collapse iv. Debris removal additional limit 25%of direct damage loss v. Earthquake(where applicable) $ TBD vi. Earthquake sprinkler leakage(where $TBD applicable) vii. Expediting expenses $ TBD viii. Flood(where applicable) $ TBD ix. Freezing Included without sublimit x. Mechanical breakdown, including hot& Included without sublimit cold testing(where applicable) xi. Notice of cancellation, non-renewal or Included 10-2012 00700-C6 139 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT material reduction—60 days prior written notice to each insured xii. Occupancy clause, as required in F, Included below xiii. Ordinance or law Included without sublimit xiv. Pollutant clean-up and removal $ TBD xv. Preservation of property Included without sublimit xvi. Replacement cost Included xvii. Theft Included without sublimit xviii. Waiver of subrogation as required in G, Included below. 4.6.3 Amount of Insurance. Coverage shall be provided in an amount equal at all times to the full replacement value and cost of debris removal for any single occurrence. 4.6.4 Deductibles. Deductibles shall not exceed the following: a. All Risks of Direct Damage,Per $5,000 Occurrence, except b. Delayed Opening Waiting Period 5 Days c. Flood, Per Occurrence $25,000 or excess of NFIP if in Flood Zone A, BorV d. Earthquake and Earthquake Sprinkler $25,000 Leakage, Per Occurrence 4.6.5 Termination of Coverage. The termination of coverage provision shall be endorsed to permit occupancy of the covered property being constructed so long as such occupancy does not exceed 20% of the usable area of the property. This insurance shall be maintained in effect, unless otherwise provided for in the Contract Documents, until the earliest of the following dates: a. the date on which all persons and organizations who are insureds under the policy agree that it shall be terminated; b. the date on which final payment, as provided for in the Agreement to which this Exhibit is attached, has been made; or c. the date on which the insurable interests in the Covered Property of all insureds other than Contractor have ceased. 10-2012 00700-C7 140 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.6.6 Waiver of Subrogation. The waiver of subrogation provision shall be endorsed as follows: a. A waiver of subrogation shall be provided in favor of all insureds. b. The waiver of subrogation provisions shall be endorsed as follows: Should a covered loss be subrogated, either in whole or in part, your rights to any recovery will come first, and we will be entitled to a recovery only after you have been fully compensated for the loss. 5. Intentionally left blank. 6. Evidence of Insurance 6.1 Provision of Evidence. Evidence of the insurance coverage required to be maintained by the Contractor, represented by certificates of insurance, evidence of insurance, and endorsements issued by the insurance company or its legal agent, and must be furnished to the Owner prior to commencement of Work and not later than fifteen (15) days after receipt of this Agreement. New certificates of insurance, evidence of insurance, and endorsements shall be provided to the Owner prior to the termination date of the current certificates of insurance, evidence of insurance, and endorsements. 6.2 Form 6.2.1 All property insurance required herein shall be evidenced by ACORD form 28, "Evidence of Property Insurance". 6.2.2 All liability insurance required herein shall be evidenced by ACORD form 25, "Certificate of Insurance". 6.3 Specifications. Such certificates of insurance, evidence of insurance, and endorsements shall specify: 6.3.1 The Owner as a certificate holder with correct mailing address. 6.3.2. Insured's name,which must match that on this Agreement. 6.3.3 Insurance companies affording each coverage, policy number of each coverage, policy dates of each coverage, all coverages and limits described herein, and signature of authorized representative of insurance company. 6.3.4 Producer of the certificate with correct address and phone number listed. 6.3.5 Additional insured status required herein. 6.3.6 Amount of any deductibles and/or retentions. 6.3.7 Cancellation, non-renewal and material reduction in coverage notification as required by this Agreement. Additionally, the words "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon Company, it agents or representatives" shall be deleted from the cancellation provision of the ACORD 25 certificate of insurance form. 10-2012 00700-C8 141 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.3.8 Designated Construction Project Aggregate Limits required herein. 6.3.9 Personal Injury contractual liability required herein. 6.3.10 Primary and non-contributing status required herein. 6.3.11 Waivers of subrogation required herein. 6.4 Required Endorsements. A copy of each of the required endorsements shall also be provided. 6.5 Failure to Obtain. Failure of any Owner Party to demand such certificate or other evidence of full compliance with these insurance requirements or failure of any Owner Party to identify a deficiency from evidence that is provided shall not be construed as a waiver of the Contractor's obligation to maintain such insurance. 6.6 Certified Copies. Upon request of any Owner Party,the Contractor shall provide to the Owner a certified copy of all insurance policies required herein within ten (10) days of any such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the expiration of the previous policy. 6.7 Commencement of Work. Commencement of Work without provision of the required certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any subcontractor from performing any Work until such certificate of insurance, evidence of insurance and/or required endorsements are received and approved by the Owner. 7. Insurance Requirements of Contractor's Subcontractors 7.1 Insurance similar to that required of the Contractor shall be provided by all subcontractors (or provided by the Contractor on behalf of subcontractors)to cover operations performed under any subcontract agreement. The Contractor shall be held responsible for any modification in these insurance requirements as they apply to subcontractors. The Contractor shall maintain certificates of insurance from all subcontractors containing provisions similar to those listed herein (modified to recognize that the certificate is from subcontractor) enumerating, among other things, the waivers of subrogation, additional insured status, and primary liability as required herein, and make them available to the Owner upon request. 7.2 The Contractor is fully responsible for loss and damage to its property on the site, including tools and equipment, and shall take necessary precautions to prevent damage to or vandalism, theft, burglary, pilferage and unexplained disappearance of property.Any insurance covering the Contractor's or its subcontractor's property shall be the Contractor's and its subcontractor's sole and complete means or recovery for any such loss. To the extent any loss is not covered by said insurance or subject to any deductible or co-insurance, the Contractor shall not be reimbursed for same. Should the Contractor or its subcontractors choose to self insure this risk, it is expressly agreed that the Contractor hereby waives, and shall cause its 10-2012 00700-C9 142 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 7Th subcontractors to waive, any claim for damage or loss to said property in favor of the Owner Parties. 8. Use of the Owner's Equipment. The Contractor, its agents, employees, subcontractors or suppliers shall use the Owner's equipment only with express written permission of the Owner's designated representative and in accordance with the Owner's terms and condition for such use. If the Contractor or any of its agents, employees, subcontractors or suppliers utilize any of the Owner's equipment for any purpose, including machinery, tools, scaffolding, hoists, lifts or similar items owned, leased or under the control of the Owner, the Contractor shall defend, indemnify and be liable to the Owner Parties for any and all loss or damage which may arise from such use. 9. Release and Waiver. The Contractor hereby releases, and shall cause its subcontractors to release, the Owner Parties from any and all claims,or causes of action whatsoever which the Contractor and/or its subcontractors might otherwise now or hereafter possess resulting in or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been covered by insurance required herein, including the deductible and/or uninsured portion thereof, maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement. 10-2012 00700-C10 143 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND SCOPE OF WORK •f Section 00770-T ITEM 4L—LGPP GENERAL CONDITIONS AND SCOPE OF WORK 1. CONTRACT INTENT The intent of the Contract is to describe the completed work to be performed. Furnish materials, supplies,tools, equipment, labor, and other incidentals necessary for the proper prosecution and completion of the work in accordance with Contract documents. 2. PRECONSTRUCTION CONFERENCE Before starting work, schedule and attend a preconstruction conference with the Owner. Failure to schedule and attend a preconstruction conference is not grounds for delaying the beginning of working day charges. Work with the Owner to resolve all issues during the course of the Contract. Refer to 00700 General Conditions, 9.0, and 3.05 "Dispute Resolution,"and "Determination of Questions or Disputes"for all unresolved issues. 3. PARTNERING The intent of this Article is to promote an environment of trust,mutual respect, integrity, and fair-dealing between the Owner and the Contractor. Informal partnering does not make use of a facilitator,while formal partnering uses the services of a facilitator(internal or external). 3.1. Procedures for Partnering Meetings and Format. Informal partnering is required,unless formal partnering is mutually agreed to instead of the informal partnering. 3.2. Facilitators. The facilitator is to act as a neutral party seeking to initiate cooperative working relationships. This individual must have the technical knowledge and ability to lead and guide discussions. Choose either an internal or external facilitator. The facilitator must be acceptable to the Engineer. 3.2.1. Internal Facilitators.An Owner or Contractor internal (staff) facilitator may be selected as the facilitator at no additional cost to either party. 3.2.2. External Facilitators.A private firm or individual that is independent of the Contractor and the Owner may be selected as the facilitator. Submit the facilitator's name and estimated fees for approval before contracting with the • facilitator. 3.3. Meetings and Arrangements. Coordinate with the Engineer for meeting dates and times, locations including third party facilities, and other needs and 06-2018 00770-T 1 of 6 144 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND SCOPE OF WORK appurtenances, including, but not limited to, audio or visual equipment. Make all meeting arrangements for formal partnering.Use Owner facilities or facilities in the vicinity of the project if available. Submit the estimated meeting costs for approval before finalizing arrangements. Coordinate facilitator discussions before the partnering meeting to allow the facilitator time to prepare an appropriate agenda.Prepare a list of attendees with job titles and include critical Contractor, subcontractor, and supplier staff in the list.Provide the facilitator the list of attendees and invite the attendees listed. The Owner will invite and provide a list of attendees that includes, but is not limited to, Owners TxDOT, other local governments, law enforcement,railroad, and utility representatives. Participate in additional partnering meetings as mutually agreed. 3.4. Payment. Expenses for labor, Contractor equipment, or overhead will not be allowed.Markups as prescribed in Article 9.7., "Payment for Extra Work and Force Account Method,"will not be allowed. Informal partnering will be conducted with each party responsible for their own costs. ^ ! For formal partnering using internal facilitators, the Contractor will be responsible for arrangements and for expenses incurred by its internal facilitator, including, but not limited to,meals,travel, and lodging. Owner facilitators, if available,may be used at no additional cost. For formal partnering using external facilitators, submit an invoice to the Engineer for reimbursement. The Owner will reimburse the Contractor for half of the eligible expenses as approved. For external facilitators not approved by the Owner but used at the Contractor's option,the Contractor will be responsible for all costs of the external facilitator. For meeting facilities and appurtenances, submit an invoice to the Engineer for reimbursement. The Owner will reimburse the Contractor for half of the eligible expenses as approved. 4. CHANGES IN THE WORK The Engineer reserves the right to make changes in the work including addition, reduction, or elimination of quantities and alterations needed to complete the Contract.Perform the work as altered.These changes will not invalidate the Contract nor release the Surety.The Contractor is responsible for notifying the sureties of any changes to the Contract. If the changes in quantities or the alterations do not significantly change the character of the work under the Contract, the altered work will be paid for at the 06-2018 00770-T 2 of 6 145 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND SCOPE OF WORK zTh Contract unit price. If the changes in quantities or the alterations significantly change the character of the work,the Contract will be amended by a change order. If no unit prices exist,this will be considered extra work and the Contract will be amended by a change order. Provide cost justification as requested, in an acceptable format.Payment will not be made for anticipated profits on work that is eliminated. Agree on the scope of work and the basis of payment for the change order before beginning the work. If there is no agreement,the Engineer may order the work to proceed under Article 9.7., "Payment for Extra Work and Force Account Method," or by making an interim adjustment to the Contract. In the case of an adjustment,the Engineer will consider modifying the compensation after the work is performed. A significant change in the character of the work occurs when: ■ the character of the work for any item as altered differs materially in kind or nature from that in the Contract or ■ a major item of work varies by more or less than 25%from the original Contract quantity. When the quantity of work to be done under any major item of the Contract is more than 125%of the original quantity stated in the Contract,then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. When the quantity of work to be done under any major item of the Contract is less than 75%of the original quantity stated in the Contract,then either party to the Contract may request an adjustment to the unit price. When mutually agreed,the unit price may be adjusted by multiplying the Contract unit price by the factor in Table 1. If an adjusted unit price cannot be agreed upon,the Engineer may determine the unit price by multiplying the Contract unit price by the factor in Table 1. Table 1 Quantity-Based Price Adjustment Factors of Original Quantity Factor > 50 and<75 1.05 >25 and<50 1.15 <25 1.25 If the changes require additional working days to complete the Contract, Contract working days will be adjusted in accordance with Item 8, "Prosecution and Progress." 06-2018 00770-T 3 of 6 146 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND SCOPE OF WORK 5. DIFFERING SITE CONDITIONS During the progress of the work, differing subsurface or latent physical conditions may be encountered at the site. The 2 types of differing site conditions are defined as: ■ those that differ materially from those indicated in the Contract and • unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the Contract. Notify the Engineer in writing when differing site conditions are encountered. The Engineer will notify the Contractor when the Owner discovers differing site conditions. Unless directed otherwise, do not work on the affected items and leave the site undisturbed. The Engineer will investigate the conditions and determine whether differing site conditions exist. If the differing site conditions cause an increase or decrease in the cost or number of working days specified for the performance of the Contract,the Engineer will make adjustments, excluding the loss of anticipated profits, in accordance with the Contract.Additional compensation will be made only ifthe required written notice has been provided. 6. REQUESTS FOR ADDITIONAL COMPENSATION Notify the Engineer in writing of any intent to request additional compensation once there is knowledge of the basis for the request. An assessment of damages is not required to be part of this notice but is desirable. The intent of the written notice requirement is to provide the Owner an opportunity to evaluate the request and to keep an accurate account of the actual costs that may arise.Minimize impacts and costs. If written notice is not given,the Contractor waives the right to additional compensation unless the circumstances could have reasonably prevented the Contractor from knowing the cost impact before performing the work.Notice of the request and the documentation of the costs will not be construed as proof or substantiation of the validity of the request. Submit the request in enough detail to enable the Owner to determine the basis for entitlement, adjustment in the number of working days specified in the Contract, and compensation. Refer to 00700 7.0 Extra Work and Claims. The Owner will not consider fees and interest on requests for additional compensation.Fees include, but are not limited to:preparation, attorney,printing, shipping, and various other fees. • Damages occur when impacts that are the responsibility of the Owner result in additional costs to the Contractor that could not have been reasonably anticipated at the time of letting. Costs of performing additional work are not considered damages.For Contractor damages,the intent is to reimburse the Contractor for actual expenses arising out of a compensable impact.No profit or markups, other 06-2018 00770-T 4 of 6 147 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND SCOPE OF WORK than labor burden,will be allowed.For damages, labor burden will be reimbursed at 35%unless the Contractor can justify higher actual cost. Justification for a higher percentage must be in accordance with the methodology provided by the Owner, submitted separately for project overhead labor and direct labor, and determined and submitted by a Certified Public Accountant(CPA). Submit CPA- prepared labor burden rates directly to the Owner. If the Contractor requests compensation for delay damages and the delay is determined to be compensable,then standby equipment costs and project overhead compensation will be based on the duration of the compensable delay and will be limited as follows: 6.1. Standby Equipment Costs.Payment will be made in accordance with Section 9.7.1.4.3., "Standby Equipment Costs." 6.2. Project Overhead. Project overhead is defined as the administrative and supervisory expenses incurred at the work locations. When delay to project completion occurs, reimbursement for project overhead for the Contractor will be made using the following options: ■ reimbursed at 6% (computed as daily cost by dividing 6% of the original Contract amount by the number of original Contract work days), or • actual documented costs for the impacted period. Project overhead for delays impacting subcontractors will be determined from actual documented costs submitted by the Contractor. Time extensions and suspensions alone will not be justification for reimbursement for project overhead. 6.3. Home Office Overhead. The Owner will not compensate the Contractor for home office overhead. 7. DISPUTE OR CLAIMS PROCEDURE The dispute resolution policy promotes a cooperative attitude between the Engineer and Contractor. Emphasis is placed on resolving issues while they are still current, at the project office, and in an informal manner. Open sharing of information is encouraged by all parties involved so the information provided completely and accurately reflects the issues and facts. If information is not shared, decisions may be limited to relying on the documentation that is available for review. The Owners' goal is to have a dispute settled by the Engineer before elevating it as a claim. If the Contractor desires to take exception to any direction or instruction given by the Engineer, follow the procedures as outlined in Section 00700,Article 7.07 Time of Filing Claims. 06-2018 00770-T 5 of 6 148 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND SCOPE OF WORK If a dispute cannot be resolved, follow the procedures as outlined in Section 00700 Article 9.0 Dispute Resolution. 06-2018 00770-T 6 of 6 149 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK Section 00780-T 5L—LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK 1. AUTHORITY OF ENGINEER The Engineer has the authority to observe,test, inspect, approve, and accept the work on behalf of the Owner. The Engineer decides all questions about the quality and acceptability of materials,work performed,work progress, Contract interpretations, and acceptable Contract fulfillment. The Engineer has the authority to enforce and make effective these decisions. The Engineer acts as a referee in all questions arising under the terms of the Contract. The Engineer's decisions will be fmal and binding. 2. PLANS AND WORKING DRAWINGS When required,provide working drawings to supplement the plans with all necessary details not included on the Contract plans.Prepare and furnish working drawings in a timely manner and obtain approval, if required, before the beginning of the associated work.For all working drawing submittal requirements,the Engineer may allow electronic and other alternative submission procedures.Have a licensed professional engineer sign, seal, and date the working drawings as indicated in Table 1. Prepare working drawings using United States standard measures in the English language. The routing of submittals for review and approval will be established at the preconstruction conference. The Contractor is responsible for the accuracy, coordination, and conformity of the various components and details of the working drawings. Owner approval of the Contractor's working drawings will not relieve the Contractor of any responsibility under the Contract. The work performed under this article will not be measured or paid for directly but will be subsidiary to pertinent items. 06-2018 00780-T 1 of 8 150 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK Table 1 Signature and Approval Requirements for Working Drawings Requires Licensed Professional Requires Working Drawings For Engineer's Owner Signature, Seal, Approval and Date 1.Alternate or optional designs submitted by Yes Yes Contractor 2. Supplementary shop and No See fabrication drawings for unless required applicable structural Items on the plans Item 3. Contractor-proposed temporary facilities that Yes Yes affect the public safety,not included on the plans Bridges, retaining Yes 4.Form walls, and unless otherwise No' and other major shown on the plans falsework structures details `' No Minor structures unless otherwise No shown on the plans 5.Erection drawings Yes Nol'2 6. Contractor-proposed major modifications to Yes Yes traffic control plan 1. The Engineer may require that the Contractor have a licensed professional engineer certify that the temporary works are constructed according to the sealed drawings. 2. Approval is required for items spanning over live traffic or where safety of the traveling public is affected, in the opinion of the Engineer. 3. CONFORMITY WITH PLANS, SPECIFICATIONS,AND SPECIAL PROVISIONS Furnish materials and perform work in reasonably close conformity with the lines, grades, cross-sections, dimensions, details, gradations,physical and chemical characteristics of materials, and other requirements shown in the Contract (including additional plans for non-site-specific work). Reasonably close _ conformity limits will be as defined in the respective items of the Contract or, if not defined, as determined by the Engineer. Obtain approval before deviating 06-2018 00780-T 2 of 8 151 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK from the plans and approved working drawings.Do not perform work beyond the lines and grades shown on the plans or any extra work without the Engineer's approval. Work performed beyond the lines and grades shown on the plans or any extra work performed without approval is considered unauthorized and excluded from pay consideration. The Owner will not pay for material rejected due to improper fabrication, excess quantity, or any other reasons within the Contractor's control. 3.1. Acceptance of Defective or Unauthorized Work. When work fails to meet Contract requirements, but is adequate to serve the design purpose,the Engineer will decide the extent to which the work will be accepted and remain in place. The Engineer will document the basis of acceptance by a letter and may adjust the Contract price. 3.2. Correction of Defective or Unauthorized Work. When work fails to meet Contract requirements and is inadequate to serve the design purpose it will be considered defective. Correct, or remove and replace,the work at the Contractor's expense, as directed. The Engineer has the authority to correct or to remove and replace defective or unauthorized work. The cost may be deducted from any money due or to become due to the Contractor. 4. COORDINATION OF PLANS, SPECIFICATIONS,AND SPECIAL PROVISIONS The specifications, accompanying plans (including additional plans for non-site- specific work), special provisions, change orders, and supplemental agreements are intended to work together and be interpreted as a whole. Numerical dimensions govern over scaled dimensions. Special provisions govern over plans (including general notes),which govern over standard specifications and special specifications. Job-specific plan sheets govern over standard plan sheets. However, in the case of conflict between plans (including general notes) and specifications regarding responsibilities for hazardous materials and traffic control in Items 1L through 9L and Item 502, "Barricades, Signs, and Traffic Handling," special provisions govern over standard specifications and special specifications, which govern over the plans. Notify the Engineer promptly of any omissions, errors, or discrepancies discovered so that necessary corrections and interpretations can be made. Failure to promptly notify the Engineer will constitute a waiver of all claims for misunderstandings or ambiguities that result from the errors, omissions, or discrepancies discovered. 06-2018 00780-T 3 of 8 152 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK 5.. COOPERATION OF CONTRACTOR Cooperate with the Engineer. Respond promptly to instructions from the Engineer.Provide all information necessary to administer the Contract. Designate in writing a competent,English-speaking Superintendent employed by the Contractor. The Superintendent must be experienced with the work being performed and capable of reading and understanding the Contract.Ensure the Superintendent is available at all times and able to receive instructions from the Engineer or authorized Owner representatives and to act for the Contractor. The Engineer may suspend work without suspending working day charges if a Superintendent is not available or does not meet the above criteria. At the written request of the Engineer, immediately remove from the project any employee or representative of the Contractor or a subcontractor who, in the opinion of the Engineer, does not perform work in a proper and skillful manner or who is disrespectful, intemperate, disorderly,uncooperative, or otherwise objectionable. Do not reinstate these individuals without the written consent of the Engineer. Furnish suitable machinery, equipment, and construction forces for the proper prosecution of the work. Provide adequate lighting to address quality requirements and inspection of nighttime work. The Engineer may suspend the work without suspending working day charges until the Contractor complies with this requirement.All work associated with fulfilling this requirement is subsidiary to the various items of the Contract and no direct compensation will be made. 6. COOPERATING WITH UTILITIES Use established safety practices when working near utilities. Consult with the appropriate utilities before beginning work.Notify the Engineer immediately of utility conflicts. The Engineer will decide whether to adjust utilities or adjust the work to eliminate or lessen the conflict.Unless otherwise shown on the plans,the Engineer will make necessary arrangements with the utility owner when utility adjustments are required. Use work procedures that protect utilities or appurtenances that remain in place during construction. Cooperate with utilities to remove and rearrange utilities to avoid service interruption or duplicate work by the utilities.Allow utilities access to the right of way. Immediately notify the appropriate utility of service interruptions resulting from damage due to construction activities. Cooperate with utilities until service is 06-2018 00780-T 4 of 8 153 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND CONTROL OF THE - � WORK restored. Maintain access to active fire hydrants at all times unless approved by the Engineer. 7. COOPERATION BETWEEN CONTRACTORS Cooperate and coordinate with other Contractors working within the limits or adjacent to the limits. 8. COOPERATION WITH RAILROADS Plan and prosecute portions of the work involving a railway to avoid interference with or hindrance to the railroad company. If the work is on railroad right of way, do not interfere with the operation of the railroad company's trains or other property. 8.1. Project-Specific Information. Refer to project-specific plan sheets in the Contract for specific information concerning the work to be completed by both the Contractor and the railroad within railroad right of way; railroad right of way locations impacted by construction;percentage of Contract work at each location; train movements at each location; and requirements for railroad insurance, flagging, and Right of Entry(ROE)Agreements. 8.2. Right of Entry Agreement(if required). The process for obtaining a fully executed ROE Agreement will be as follows: ■ The Owner will send the unexecuted ROE Agreement to the Contractor with the unexecuted construction Contract. • Partially execute the ROE Agreement and return it to the Department with the required insurance attached. • The Owner will coordinate with the railroad company regarding the further execution of the ROE Agreement and associated fees. The Owner will pay any ROE Agreement fees directly to the railroad company. • Once the Owner has received the fully-executed ROE Agreement from the railroad company,the Owner will forward the fully-executed ROE Agreement to the Contractor. 9. CONSTRUCTION SURVEYING Use Method A unless otherwise specified in the Contract.Upon request,the Engineer will allow the Contractor to copy available earthwork cross-sections, computer printouts or data files, and other information necessary to establish and control work. Maintain the integrity of control points. Preserve all control points, stakes, marks, and right of way markers.Assume cost and responsibility of replacing disturbed control points, stakes,marks, and right of way markers 06-2018 00780-T 5 of 8 154 LGPP GENERAL CONDITIONS AND CONTROL OF THE CITY OF PEARLAND WORK damaged by the Contractor's or its subcontractor operations. If the Owner repairs disturbed control points, stakes, marks, or right of way markers,the cost of repair may be deducted from money due or to become due to the Contractor. Replace right of way markers under the direction of a RPLS. This work will be subsidiary to pertinent items. The Engineer reserves the right to make measurements and surveys to determine the accuracy of the work and determine pay quantities. The Engineer's measurements and surveys do not relieve the Contractor's responsibility for accuracy of work. Allow the Engineer adequate time to verify the surveying. 9.1. Method A. The Engineer will set control points for establishing lines, slopes, grades, and centerlines and for providing both vertical and horizontal control. At a minimum,provide a controlling pair of monument points at both the beginning and end of construction project for projects less than 2 miles in length. For projects greater than 2 miles in length, monuments will be set in pairs of 2 at a minimum of 2 miles based on the overall length of the project.Use these control points as reference to perform the work. Furnish materials, equipment, and qualified workforce necessary for the construction survey work.Place construction points, stakes, and marks at intervals sufficient to control work to established tolerances. Place construction stakes at intervals of no more than 100 ft., or as directed.Place stakes and marks so as not to interfere with normal maintenance operations. 9.2. Method B. The Engineer will set adequate control points, stakes, and marks to establish lines, slopes, grades, and centerlines.Furnish additional work, stakes, materials, and templates necessary for marking and maintaining points and lines. 9.3. Method C. Set adequate control points, stakes, and marks to establish lines, slopes, grades, and centerlines. 10. INSPECTION Inspectors are authorized representatives of the Engineer. Inspectors are authorized to examine all work performed and materials furnished, including preparation, fabrication, and material manufacture. Inspectors inform the Contractor of failures to meet Contract requirements. Inspectors may reject work or materials and may suspend work until any issues can be referred to and decided by the Engineer. Inspectors cannot alter, add, or waive Contract provisions, issue instructions contrary to the Contract, act as foremen for the Contractor, or interfere with the management of the work. Inspection, or lack of inspection,will not relieve the Contractor from obligation to provide materials or perform the work in accordance with the Contract. 06-2018 00780-T 6 of 8 155 CITY OF PEARLAIVD LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK Provide safe access to all parts of the work and provide information and assistance to the Engineer to allow a complete and detailed inspection. Give the Engineer sufficient notice to inspect the work. Work performed without suitable inspection, as determined by the Engineer, may be ordered removed and replaced at Contractor's expense. Remove or uncover portions of finished work as directed. Once inspected,restore work to Contract requirements. When a government entity,utility,railroad company, or other entity accepts or pays a portion of the Contract,that organization's representatives may inspect the work but cannot direct the Contractor. The right of inspection does not make that entity a party to the Contract and does not interfere with the rights of the parties to the Contract. 11. FINAL CLEANUP Upon completion of the work,remove litter, debris, objectionable material, temporary structures, excess materials, and equipment from the work locations. Clean and restore property damaged by the Contractor's operations during the prosecution of the work.Leave the work locations in a neat and presentable condition. This work will not be paid for directly but will be considered subsidiary to items of the Contract. Remove from the right of way cofferdams, construction buildings, material and fabrication plants,temporary structures, excess materials, and debris resulting from construction. Where work is in a stream, remove debris to the ground line of the bed of the stream. Leave stream channels and rights of way in a neat and presentable condition. Clean structures to the flow line or the elevation of the outfall channel,whichever is higher.Dispose of all excess material in accordance with federal, state, and local regulations. 12. FINAL ACCEPTANCE 12.1. Final acceptance is made when all work is complete and the Engineer, in writing, accepts all work for the work locations in the Contract. 12.1.1. Work Completed. Work completed must include work for vegetative establishment and maintenance,test, and performance periods and work to meet the requirements of Article 5.11., "Final Cleanup." 12.1.2. Final Inspection.After all work is complete,the Contractor will request a final inspection by the Engineer authorized to accept the work. The final inspection will be made as soon as possible, and not later than 10 calendar days after the request.No working day charges will be made between the date of request and final inspection. 06-2018 00780-T 7 of 8 156 CITY OF PEARLAND LGPP GENERAL CONDITIONS AND CONTROL OF THE WORK After the fmal inspection, if the work is satisfactory,the Engineer will notify the Contractor in writing of the final acceptance of the work. If the fmal inspection finds any work to be unsatisfactory,the Engineer will identify in writing all deficiencies in the work requiring correction.Correct the deficiencies identified. Working day charges will resume if these deficiencies are not corrected within 7 calendar days, unless otherwise approved. Upon correction,the Engineer will make an inspection to verify that all deficiencies were corrected satisfactorily. The Engineer will provide written notice of the final acceptance. 12.1.3. Final Measurement.Final measurements and pay quantity adjustments may be made after fmal acceptance. 12.1.4. . Removal of Traffic Control Devices.Remove construction traffic control devices and advance warning signs upon fmal acceptance or as directed. 06-2018 00780-T 8 of 8 • 157 CITY OF PEARLAND LGPP CONTROL OF MATERIALS Section 00790-T ITEM 6L—LGPP CONTROL OF MATERIALS 1. SOURCE CONTROL Use only materials that meet Contract requirements. Unless otherwise specified or approved, use new materials for the work. Secure the Engineer's approval of the proposed source of materials to be used before their delivery.Materials can be approved at a supply source or staging area but may be reinspected at the project site in accordance with Article 6.4., "Sampling, Testing and Inspection." 1.1. Buy America. Comply with the latest provisions of Buy America as listed at 23 CFR 635.410. Use steel or iron materials manufactured in the United States except when: • the cost of materials, including delivery, does not exceed 0.1%of the total Contract cost or$2,500,whichever is greater; • the Contract contains a replacement alternate item for a foreign source steel or iron product and the Contract is awarded based on the replacement alternate item; or • the materials are temporarily installed. Provide a notarized original of the TxDOT FORM D-9-USA-1 (or equivalent) with the proper attachments for verification of compliance. Manufacturing is any process that modifies the chemical content,physical shape or size, or final finish of a product.Manufacturing begins with initial melting and mixing and continues through fabrication(cutting, drilling,welding, bending, etc.) and coating(paint, galvanizing, epoxy, etc.). 1.2. Convict Produced Materials. Materials produced by convict labor may only be incorporated in the work if such materials have been: • produced by convicts who are on parole, supervised release, or probation from prison; or • produced in a qualified prison facility. A"qualified prison facility"means any prison facility in which convicts, during the 12-month period ending July 1, 1987,produced materials for use in federal- aid highway construction projects. 2. MATERIAL QUALITY Correct or remove materials that fail to meet Contract requirements or that do not produce satisfactory results. Reimburse the Owner for cost incurred if additional sampling and testing is required by a change of source. 06-2018 00790-T 1 of 6 158 CITY OFPEARLAND LGPP CONTROL OF MATERIALS Materials not meeting Contract requirements will be rejected,unless the Engineer approves corrective actions.Upon rejection, immediately remove and replace rejected materials. If the Contractor does not comply with this article,the Owner may have defective material removed and replaced. The cost of testing,removal, and replacement will be deducted from the estimate. 3. MANUFACTURER WARRANTIES Transfer to the Owner warranties and guarantees required by the Contract or received as part of normal trade practice. 4. SAMPLING,TESTING,AND INSPECTION Incorporate into the work only material that has been inspected,tested, and accepted by the Engineer.Remove, at the Contractor's expense,materials from the work locations that are used without prior testing and approvalor written permission. Unless otherwise mutually agreed,the material requirements and standard test methods in effect at the time the proposed Contract is advertised govern.Unless otherwise noted,the Engineer will perform testing at Owner's expense. In addition to facilities and equipment required by the Contract, furnish facilities and calibrated equipment required for tests to control the manufacture of construction items. If requested,provide a complete written statement of the origin, composition,and manufacture of materials. All materials used are subject to inspection or testing at any time during preparation or use.Material which has been tested and approved at a supply source or staging area may be reinspected or tested before or during incorporation into the work, and rejected if it does not meet Contract requirements. Copies of test results are to be made available upon request.Do not use material that, after approval, becomes unfit for use. Unless otherwise noted in the Contract, all testing must be performed within the United States and witnessed by the Engineer.If materials or processes require testing outside the contiguous 48 United States, reimburse the Owner for inspection expenses. 5. PLANT INSPECTION AND TESTING The Engineer may, but is not obligated to, inspect materials at the acquisition or manufacturing source.Material samples will be obtained and tested for compliance with quality requirements. 06-2018 00790-T 2 of 6 159 CITY OF PEARLAND LGPP CONTROL OF MATERIALS If inspection is at the plant, meet the following conditions unless otherwise specified: • Cooperate fully and assist the Engineer during the inspection. • Ensure the Engineer has full access to all parts of the plant used to manufacture or produce materials. • In accordance with pertinent items and the Contract,provide a facility at the plant for use by the Engineer as an office or laboratory. • Provide and maintain adequate safety measures and restroom facilities. • Furnish and calibrate scales,measuring devices, and other necessary equipment. The Engineer may provide inspection for periods other than daylight hours if: • continuous production of materials for Owner use is necessary due to the production volume being handled at the plant, and • the lighting is adequate to allow satisfactory inspection. 6. STORAGE OF MATERIALS Store and handle materials to preserve their quality and fitness for the work. Store materials so that they can be easily inspected and retested. Place materials under cover, on wooden platforms, or on other hard, clean surfaces as necessary or when directed. Obtain approval to store materials on the right of way. Storage space off the right of way is at the Contractor's expense. 7. OWNER-FURNISHED MATERIAL The Owner will supply materials as shown in the Contract documents. The cost of handling and placing materials supplied by the Owner will not be paid for directly but is subsidiary to the item in which they are used.Assume responsibility for materials upon receipt. 8. USE OF MATERIALS FOUND ON THE RIGHT OF WAY Material found in the excavation areas and meeting the Owner's specifications may be used in the work. This material will be paid for at the Contract bid price for excavation and under the item for which the material is used. Do not excavate or remove any material from within the right of way that is not within the limits of the excavation without written permission. If excavation is allowed within a right of way project-specific location(PSL),replace the removed material with suitable material at no cost to the Owner as directed. 06-2018 00790-T 3 of 6 160 CITY OF PEARLAND LGPP CONTROL OF MATERIALS 9. RECYCLED MATERIALS The Owner will not allow hazardous wastes, as defined in 30 TAC 335,proposed for recycling to be used on the project.Use nonhazardous recyclable materials (NRMs) only if the specification for the item does not disallow or restrict use. Determine if NRMs are regulated under 30 TAC 312, 330, 332, 334, or 335, and comply with all general prohibitions and requirements. Use NRMs in accordance with DMS-11000, "Evaluating and Using Nonhazardous Recyclable Materials Guidelines," and furnish all documentation required by that specification. 10. HAZARDOUS MATERIALS Use materials that are free of hazardous materials as defined in Specification 00110-T,ITEM 1L—LGPP Abbreviations and Definitions Supplement. Notify the Engineer immediately when a visual observation or odor indicates that materials in required material sources or on sites owned or controlled by the owner may contain hazardous materials. Except when the contract includes bid items for the contractor to remove hazardous materials,the Engineer is responsible for testing and removing or disposing of hazardous materials not introduced by the Contractor on sites owned or controlled by the Owner as indicated below. The plans will indicate locations where paint on steel is suspected to contain hazardous materials and where regulated asbestos containing materials have been found. The Engineer may suspend work wholly or in part during the testing, removal, or disposition of hazardous materials on sites owned or controlled by the Owner, except in the case of when the contract includes removing and disposing of hazardous materials. When a visual observation or odor indicates that materials delivered to the work locations by the Contractor may contain hazardous materials, have an approved commercial laboratory test the materials for contamination. Remove,remediate, and dispose of any of these materials found to be contaminated. Testing, removal, and disposition of hazardous materials introduced onto the work locations by the Contractor will be at the Contractor's expense. Working day charges will not be suspended and extensions of working days will not be granted for activities related to handling hazardous material delivered by the Contractor. 10.1. Painted Steel Requirements.Paint containing hazardous materials will be removed as shown on the plans. 10.1.1. Paint Removed by Third Party. The Owner may provide a third party to remove paint containing hazardous materials where paint must be removed to perform work or to allow dismantling of the steel. 06-2018 00790-T 4 of 6 161 CITY OF PEARLAND LGPP CONTROL OF MATERIALS 10.1.2. Paint Removed by the Contractor.This work may only be performed by a firm or company with one of the following certifications: • SSPC-QP2 certification for lead painting operations, or • Certified Lead Firm by the Texas Department of State Health Services. Maintain certification for the duration of the work.Provide copies of audits or certification if requested. Comply with worker and public safety regulations, including,but not limited to, OSHA 29 CFR Parts 1910.1025, 1926.62, and 1926.63. Monitor permissible exposure limits in accordance with OSHA requirements. • Remove paint containing hazardous materials from designated areas shown on the plans or as directed. Comply with access limitations shown on the plans. Provide power hand tools, equipped with high-efficiency particulate air filter vacuums to mechanically remove paint. Contain, collect, store,transport, and dispose of all waste generated by cleaning operation in accordance with local, state, and federal requirements including 40 CFR 302.Properly characterize and dispose of all wastes. Manage any hazardous wastes in accordance with regulatory requirements and dispose in a facility authorized to accept such wastes. Provide copies of disposal manifests. The work performed, materials furnished, equipment, labor,tools, and incidentals will be paid for in accordance with Item 446, "Field Cleaning and Painting Steel." 10.2. Removal and Disposal of Painted Steel. Painted steel will be disposed of at a steel recycling or smelting facility unless otherwise shown on the plans.If the paint contains hazardous materials,maintain and make available to the Engineer invoices and other records obtained from the facility showing the received weight of the steel and the facility name. For steel that is dismantled by unbolting,no paint stripping will be required.Use care to not damage existing paint. When dismantling is performed using flame or saw-cutting methods to remove steel elements coated with paint containing hazardous materials,the plans will show stripping locations. The work provided, materials furnished, equipment, labor, tools,and incidentals will be paid for in accordance with Item 496, "Removing Structures," and Item 497, "Sale of Salvageable Material." 10.3. Asbestos Requirements. The plans will indicate locations or elements where asbestos containing materials (ACM) have been found. At locations where previously unknown ACM has been found,the Owner will arrange for abatement by a third party. For work at these locations,notify the Engineer of proposed dates 06-2018 00790-T 5 of 6 162 CITY OF PEARLAND LGPP CONTROL OF MATERIALS of demolition or removal of structural elements with ACM at least 60 days before work is to begin to allow the Owner enough time to abate the asbestos. 10.4. Work Performed by a Third Party. When the work for removal of paint or asbestos abatement is to be provided by a third party, coordinate and cooperate with the third party and the Owner. Continue other work detailed on the plans not directly involved in the paint removal or asbestos abatement work. Provide notice to the Owner regarding the progress of the work to allow the Owner enough time to schedule the third party work. 11. SURPLUS MATERIALS Take ownership of surplus materials unless otherwise shown on the plans or as directed by the Engineer.Remove and dispose of materials in accordance with federal, state, and local regulations. If requested,provide an appropriate level of documentation to verify proper disposal. When materials are disposed of on private property,provide written authorization from the property owner for the use of the property for this purpose upon request. 06-2018 00790-T 6 of 6 163 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES Section 00795-T ITEM 7L—LGPP LEGAL RELATIONS AND RESPONSIBILITIES 1. SAFETY 1.1. Point of Contact.Designate a Contractor Safety Point of Contact(CSPOC). The Owner will assign an Owner employee for their point of contact designated as Owner's Safety Point of Contact OSPOC. The CSPOC will ensure that the Contractor's and Subcontractor's employees' use the appropriate personal protection equipment(hard hats, safety vests,protective toe footwear, etc.). The CSPOC will ensure that crew leaders and foremen(including subcontractors) have attended the required training. 1.2. Safety Preconstruction Meeting.-In cooperation with the Engineer, schedule and attend a safety preconstruction meeting(may be a part of the preconstruction conference in Article 4.2., "Preconstruction Conference."Attendees for this safety preconstruction meeting will be: • the Contractor," • ■ subcontractors, ■ Owner, ■ local law enforcement, and • other personnel that play an active role on the project. 1.3. Public Safety and Convenience.Ensure the safety and convenience of the public and property as provided in the Contract and as directed by the Engineer.Keep existing roadways open to traffic or construct and maintain detours and temporary structures for safe public travel.Manage construction to minimize disruption to traffic.Maintain the roadway in a good and passable condition, including proper drainage and provide for ingress and egress to adjacent property. Store all equipment not in use in a manner and at locations that will not interfere with the safe passage of traffic. Provide qualified flaggers in accordance with Item 502.2.2., "Flaggers,"for the safety and convenience of the traveling public and workers, as directed. If the Engineer determines that any of the requirements of this article have not been met,the Engineer may take any necessary corrective action. This will not change the legal responsibilities set forth in the Contract. The cost to the Owner for this work will be deducted from any money due or to become due to the Contractor. 1.4. Use of Blue Warning Lights. Texas Transportation Code 547.105 authorizes the use of warning lights to promote safety and provides an effective means of 06-2018 00795-T 1 of 13 164 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES gaining the travelling public's attention as they drive in areas where construction crews are present. In order to influence the public to move over when high risk construction activities are taking place, minimize the utilization of blue warning lights. These lights must be used only while performing work on or near the travel lanes or shoulder where the travelling public encounters construction crews that are not protected by a standard work zone set up such as a lane closure, shoulder closure, or one-way traffic control. Refrain from leaving the warning lights engaged while travelling from one work location to another or while parked on the right of way away from the pavement or a work zone. 1.5. Barricades,Warning and Detour Signs, and Traffic Handling.Provide, install,move, replace, maintain, clean, and remove all traffic control devices in accordance with the traffic control devices specifications and as shown on the plans and as directed. If details are not shown on the plans,provide devices and work in accordance with the TMUTCD and as directed by the Engineer. When authorized or directed by the Engineer,provide additional signs or traffic control devices not required by the plans. If an unexpected situation arises that causes the Contractor to believe that the traffic control should be changed, make all reasonable efforts to promptly contact the Engineer. Take prudent actions until the Engineer can be contacted. The Engineer may authorize or direct in writing the removal or relocation of project limit advance warning signs. When project limit advance warning signs are removed before final acceptance,traffic control in accordance with the TMUTCD may be used for minor operations as approved.Removal or relocation of project limit advance warning signs does not imply final acceptance. 2. LAWS TO BE OBSERVED Comply with all federal, state, and local laws, ordinances, and regulations that affect the performance of the work. Indemnify and save harmless the Owner and its representatives against any claim arising from violation by the Contractor of any law, ordinance, or regulation. This Contract is between the Owner and the Contractor only.No person or entity may claim third-party beneficiary status under this Contract or any of its provisions, nor may any non-party sue for personal injuries or property damage under this Contract. 3. PERMITS,LICENSES,AND TAXES Procure all permits and licenses;pay all charges, fees, and taxes; and give all notices necessary and incidental to the due and lawful prosecution of work, except for permits provided by the Owner and as specified in Article 7.6., "Preservation of Cultural and Natural Resources and the Environment." 1 06-2018 00795-T 2 of 13 165 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES 4. PATENTED DEVICES,MATERIAL,AND PROCESSES Indemnify and save harmless the Owner from any claims for infringement from the Contractor's use of any patented design, device,material,process,trademark, or copyright selected by the Contractor and used in connection with the work. Indemnify and save harmless the Owner against any costs, expenses, or damages that it may be obliged to pay,by reason of this infringement, at any time during the prosecution or after the completion of the work. 5. PERSONAL LIABILITY OF PUBLIC OFFICIALS Owner employees are agents and representatives of the Owner and will incur no liability,personal or otherwise, in carrying out the provisions of the Contract or in exercising any power or authority granted under the Contract. 6. PRESERVATION OF CULTURAL AND NATURAL RESOURCES AND THE ENVIRONMENT If the Contractor initiates changes to the Contract and the Owner approves the changes,the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agencies. 6.1. Cultural Resources. Cease all work immediately if a site,building, or location of historical, archeological, educational, or scientific interest is discovered within the right of way. The site, building, or location will be investigated and evaluated by the Owner. 6.2. Texas Pollutant Discharge Elimination System (TPDES)Permits and Storm Water Pollution Prevention Plans (SWP3). The Contractor will file the Notice of Intent(NOI)and the Notice of Termination(NOT) for work shown on the plans in the right of way.Adhere to all requirements of the SWP3. 6.3. Work in Waters of the United States.For work in the right of way,the Owner will obtain any required Section 404 permits from the U.S. Army Corps of Engineers before work begins.Adhere to all agreements, mitigation plans, and standard best management practices required by the permit. When Contractor- initiated changes in the construction method changes the impacts to waters of the U.S., obtain new or revised Section 404 permits. 6.4. Work in Navigable Waters of the United States. For work in the right of way, the Owner will obtain any required Section 9 permits from the U.S. Coast Guard before work begins.Adhere to the stipulations of the permits and associated best management practices. When Contractor-initiated changes in the construction method changes the impacts to navigable waters of the U.S., obtain new or revised Section 9 permits. 06-2018 00795-T 3 of 13 166 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES 7Th 6.5. Work Over the Recharge or Contributing Zone of Protected Aquifers.Make every reasonable effort to minimize the degradation of water quality resulting from impacts relating to work over the recharge or contributing zones of protected aquifers, as defined and delineated by the TCEQ.Use best management practices and perform work in accordance with Contract requirements. 6.6. Project-Specific Locations.For all project-specific locations (PSLs)on or off the right of way(material sources, waste sites,parking areas, storage areas, field offices, staging areas,haul roads, etc.),signing the Contract certifies compliance with all applicable laws,rules, and regulations pertaining to the preservation of cultural resources, natural resources, and the environment as issued by the following or other agencies: ■ Occupational Safety and Health Administration, • Texas Commission on Environmental Quality, • Texas Department of Transportation, • Texas Historical Commission, • Texas Parks and Wildlife Department, • Texas Railroad Commission, • U.S. Army Corps of Engineers, ■ U.S. Department of Energy, • U.S. Department of Transportation, ( • U.S. Environmental Protection Agency, • U.S. Federal Emergency Management Agency, and • U.S. Fish and Wildlife Service. All subcontractors must also comply with applicable environmental laws, rules, regulations, and requirements in the Contract.Maintain documentation of certification activities including environmental consultant reports, Contractor documentation on certification decisions and contacts, and correspondence with the resource agencies.Provide documentation upon request. Obtain written approval from the Engineer for all PSLs in the right of way not specifically addressed on the plans. Prepare an SWP3 for all Contractor facilities, such as asphalt or concrete plants located within public right of way. Comply with all TCEQ permit requirements for portable facilities, such as concrete batch plants, rock crushers, asphalt plants, etc.Address all environmental issues, such as Section 404 permits,wetland delineation, endangered species consultation requirements, or archeological and historic site impacts. Obtain all permits and clearances in advance. 7. AGRICULTURAL IRRIGATION Regulate the sequence of work and make provisions as necessary to provide for agricultural irrigation or drainage during the work. Meet with the Irrigation 06-2018 00795-T 4 of 13 167 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES District or land owner to determine the proper time and sequence when irrigation demands will permit shutting-off water flows to perform work. Unless otherwise provided on the plans,the work performed under this article will not be measured or paid for directly but will be subsidiary to pertinent items. 8. SANITARY PROVISIONS Provide and maintain adequate,neat, and sanitary toilet accommodations for employees, including Owner employees, in compliance with the requirements and regulations of the Texas Department of Health or other authorities with jurisdiction. 9. ABATEMENT AND MITIGATION OF EXCESSIVE OR UNNECESSARY NOISE Minimize noise throughout all phases of the Contract. Exercise particular and special efforts to avoid the creation of unnecessary noise impact on adjacent noise sensitive receptors in the placement of non-mobile equipment such as air compressors, generators,pumps, etc.Place mobile and stationary equipment to cause the least disruption of normal adjacent activities. All equipment associated with the work must be equipped with components to suppress excessive noise and these components must be maintained in their original operating condition considering normal depreciation.Noise-attenuation devices installed by the manufacturer such as mufflers, engine covers, insulation, etc. must not be removed nor rendered ineffectual nor be permitted to remain off the equipment while the equipment is in use. 10. USING EXPLOSIVES Do not endanger life or property. The contractor is required to submit a written Blasting Plan if required by the plans or requested by the Engineer. The Owner retains the right to reject the blasting plan. Store all explosives securely and clearly mark all storage places with"DANGER—EXPLOSIVES." Store,handle, and use explosives and highly flammable material in compliance with federal, state, and local laws, ordinances, and regulations.Assume liability for property damage, injury, or death resulting from the use of explosives. Give at least a 48-hr. advance notice to the appropriate Road Master before doing any blasting work involving the use of electric blasting caps within 200 ft. of any railroad track. 11. RESPONSIBILITY FOR HAZARDOUS MATERIALS Indemnify and save harmless the Owner and its agents and employees from all suits, actions, or claims and from all liability and damages for any injury or 06-2018 00795-T 5 of 13 168 • CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES damage to any person or property arising from the generation or disposition of hazardous materials introduced by the Contractor on any work done by the Contractor on Owner-owned or controlled sites.Indemnify and save harmless the Owner and its representatives from any liability or responsibility arising out of the Contractor's generation or disposition of any hazardous materials obtained, processed, stored, shipped, etc., on sites not owned or controlled by the Owner. Reimburse the Owner for all payments,fees, or restitution the Owner is required to make as a result of the Contractor's actions. 12. ASBESTOS CONTAINING MATERIAL In Texas,the Department of State Health Services (DSHS),Asbestos Programs Branch, is responsible for administering the requirements of the National Emissions Standards for Hazardous Air Pollutants, 40 CFR, Subpart M (NESHAP) and the Texas Asbestos Health Protection Rules (TAHPR).Based on EPA guidance and regulatory background information,bridges are considered to be a regulated"facility"under NESHAP. Therefore,federal standards for demolition and renovation apply. Provide notice to the Owner of demolition or renovation to the structures listed on the plans at least 30 calendar days before initiating demolition or renovation of each structure or load bearing member.Provide the scheduled start and completion date of structure demolition,renovation, or removal. When demolition,renovation, or removal of load-bearing members is planned for several phases,provide the start and completion dates identified by separate phases. DSHS requires that notifications be postmarked at least 10 working days before initiating demolition or renovation.If the date of actual demolition,renovation, or removal is changed,the Owner will be required to notify DSHS at least 10 days in advance of the work. This notification is also required when a previously scheduled(notification sent to DSHS) demolition,renovation, or removal is delayed. Therefore, if the date of actual demolition, renovation, or removal is changed,provide the Engineer, in writing,the revised dates in enough time to allow for the Owner's notification to DSHS to be postmarked at least 10 days in advance of the actual work. Failure to provide the above information may require the temporary suspension of work under Article 8.4., "Tempo. The Owner retains the right to determine the actual advance notice needed for the change in date to address post office business days and staff availability. 13. RESTORING SURFACES OPENED BY PERMISSION Do not authorize anyone to make an opening in the highway for utilities, drainage, or any other reason without written permission by the Engineer.Repair 06-2018 00795-T 6 of 13 169 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES all openingsrary Suspension of Work or Working Day Charges," as directed by the Engineer.Payment for repair of surfaces opened by permission will be made in accordance with pertinent items or Article 4.4., "Changes in the Work." Costs associated with openings made with Contractor authorization but without Owner approval will not be paid. 14. PROTECTING ADJACENT PROPERTY Protect adjacent property from damage. If any damage results from an act or omission on the part of or on behalf of the Contractor,take corrective action to restore the damaged property to a condition similar or equal to that existing before the damage was done. 15. RESPONSIBILITY FOR DAMAGE CLAIMS Indemnify and save harmless the Owner and its agents and employees from all suits, actions, or claims and from all liability and damages for any injury or damage to any person or property due to the Contractor's negligence in the performance of the work and from any claims arising or amounts recovered under any laws, including workers' compensation and the Texas Tort Claims Act. Indemnify and save harmless the Owner and assume responsibility for all damages and injury to property of any character occurring during the prosecution of the work resulting from any act, omission, neglect, or misconduct on the Contractor's part in the manner or method of executing the work; from failure to properly execute the work; or from defective work or material. Pipelines and other underground installations that may or may not be shown on the plans may be located within the right of way.Indemnify and save harmless the Owner from any suits or claims resulting from damage by the Contractor's operations to any pipeline or underground installation. Make available the scheduled sequence of work to the respective utility owners so that they may coordinate and schedule adjustments of their utilities that conflict with the proposed work. 16. HAULING AND LOADS ON ROADWAYS AND STRUCTURES Comply with federal and state laws concerning legal gross and axle weights. Except for the designated Interstate system,vehicles with a valid yearly overweight tolerance permit may haul materials to the work locations at the permitted load. Provide copies of the yearly overweight tolerance permits to the Engineer upon request. Construction equipment is not exempt from oversize or overweight permitting requirements on roadways open to the traveling public. Protect existing bridges and other structures that will remain in use by the traveling public during and after the completion of the Contract. Construction traffic on roadways, bridges, and culverts within the limits of the work, including 06-2018 00795-T 7 of 13 170 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES any structures under construction that will remain in service during and after completion of the Contract is subject to legal size and weight limitations. Additional temporary fill may be required by the Engineer for hauling purposes for the protection of certain structures. This additional fill will not be paid directly but will be subsidiary. Replace or restore to original condition any structure damaged by the Contractor's operations. The Engineer may allow equipment with oversize or non-divisible overweight loads to operate without a permit within the work locations on pavement structures not open to the traveling public. Submit Contractor-proposed changes to traffic control plans for approval, in accordance with Item 502, "Barricades, Signs, and Traffic Handling."The following sections further address overweight allowances. The Owner will make available to the Contractor any available plans and material reports for existing structures. 16.1. Overweight Construction Traffic Crossing Structures. The Engineer may allow crossing of a structure not open to the public within the work locations, when divisible or non-divisible loads exceed legal weight limitations, including limits for load-posted bridges. Obtain written permission to make these crossings. Submit for approval a structural analysis by a licensed professional engineer indicating that the excessive loads should be allowed. Provide a manufacturer's certificate of equipment weight that includes the weight distribution on the various axles and any additional parts such as counterweights,the configuration of the axles,or other information necessary for the analysis. Submit the structural analysis and supporting documentation sufficiently in advance of the move to allow for review.Permission may be granted if the Engineer fmds that no damage or overstresses in excess of those normally allowed for occasional overweight loads will result to structures that will remain in use after Contract completion. Provide temporary matting or other protective measures as directed. Schedule loads so that only one vehicle is on any span or continuous unit at any time. Use barricades, fences, or other positive methods to prevent other vehicular access to structures at any time the overweight load is on any span or continuous unit. 16.2. Construction Equipment Operating on Structures. Cranes and other construction equipment used to perform construction operations that exceed legal weight limits may be allowed on structures.Before any operation that may require placement of equipment on a structure, submit for approval a detailed structural analysis prepared by a licensed professional engineer. Submit the structural analysis and supporting documentation sufficiently in advance of the use to allow for review and approval. Include all axle loads and configurations, spacing of tracks or wheels,tire loads, outrigger placements, 06-2018 00795-T 8 of 13 171 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES center of gravity, equipment weight, and predicted loads on tires and outriggers for all planned movements, swings, or boom reaches. The analysis must demonstrate that no overstresses will occur in excess of those normally allowed for occasional overweight loads. 16.3. Loads on Structures. Do not store or stockpile material on bridge structures without written permission. If required, submit a structural analysis and supporting documentation by a licensed professional engineer for review. Permission may be granted if the Engineer fmds that no damage or overstresses in excess of those normally allowed for occasional overweight loads will result to structures that will remain in use after Contract completion.Provide temporary matting or other protective measures as directed. 16.4. Hauling Divisible Overweight Loads on Pavement Within the Work Locations. The Engineer may allow divisible overweight loads on pavement structures within the work locations not open to the traveling public. Obtain written approval before hauling the overweight loads. Include calculations to demonstrate that there will be no damage or overstress to the pavement structure. 17. CONTRACTOR'S RESPONSIBILITY FOR WORK Until final acceptance of the Contract,take every precaution against injury or damage to any part of the work by the action of the elements or by any other cause,whether arising from the execution or from the nonexecution of the work. Protect all materials to be used in the work at all times, including periods of suspension. When any roadway or portion of the roadway is in suitable condition for travel, it may be opened to traffic as directed. Opening of the roadway to traffic does not constitute final acceptance. Repair damage to all work until final acceptance.Repair damage to existing facilities in accordance with the Contract or as directed.Repair damage to existing facilities or work caused by Contractor operations at the Contractor's expense. Repair work for damage that was not due to the Contractor's operations will not be paid for except as provided below. 17.1. Reimbursable Repair.Except for damage to appurtenances listed in Section 00795T 17.2.1., "Unreimbursed Repair,"the Contractor will be reimbursed for repair of damage caused by: ■ motor vehicle,watercraft, aircraft, or railroad-train incident; or ■ vandalism; or 17.2. Appurtenances. 17.2.1. Unreimbursed Repair. Reimbursement will not be made for repair of damage to the following temporary appurtenances,regardless of cause: 06-2018 00795-T 9 of 13 172 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES ■ signs, ■ barricades, ■ changeable message signs, and ■ other work zone traffic control devices. Crash cushion attenuators and guardrail end treatments are the exception to the above listing and are to be reimbursed in accordance with Section 00795-T 17.2.2., "Reimbursed Repair." Where the Contractor retains replaced appurtenances after completion of the project,the Owner will limit the reimbursement to the cost that is above the salvage value at the end of the project. 17.2.2. Reimbursed Repair.Reimbursement will be made for repair of damage due to the causes listed in Section 00795-T 17.1., "Reimbursable Repair,"to appurtenances (including temporary and permanent crash cushion attenuators and guardrail end treatments). 17.3. Roadways and Structures.Until fmal acceptance,the Contractor is responsible for all work constructed under the Contract. The Owner will not reimburse the Contractor for repair work to new construction,unless the failure or damage is due to one of the causes listed in Section 00795-T 17.1., "Reimbursable Repair." The Owner will be responsible for the cost for repair of damage to existing roadways and structures not caused by the Contractor's.operations. 17.4. Detours. The Contractor will be responsible for the cost of maintenance of detours constructed under the Contract,unless the failure or damage is due to one of the causes listed in Section 00795-T 17.1., "Reimbursable Repair."The Engineer may consider failures beyond the Contractor's control when determining reimbursement for repairs to detours constructed. The Owner will be responsible for the cost of maintenance of existing streets and roadways used for detours or handling traffic. 17.5. Relief from Maintenance. The Engineer may relieve the Contractor from responsibility of maintenance as outlined in this section. This relief does not release the Contractor from responsibility for defective materials or work or constitute fmal acceptance. 17.5.1. Isolated Work Locations. For isolated work locations, when all work is completed, including work for Article 5.11., "Final Cleanup,"the Engineer may relieve the Contractor from responsibility for maintenance. 17.5.2. Work Except for Vegetative Establishment and Test Periods. When all work for all or isolated work locations has been completed, including work for Section 00780-T Item 11., "Final Cleanup,"with the exception of vegetative establishment and maintenance periods and test and performance periods,the 06-2018 00795-T 10 of 13 173 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES 7Th Engineer may relieve the Contractor from responsibility for maintenance of completed portions of work. 17.5.3. Work Suspension. When all work is suspended for an extended period of time, the Engineer may relieve the Contractor from responsibility for maintenance of completed portions of work during the period of suspension. 17.5.4. When Directed by the Engineer. The Engineer may relieve the Contractor from the responsibility for maintenance when directed. 17.6. Basis of Payment. When reimbursement for repair work is allowed and performed,payment will be made in accordance with pertinent items or Article 4.4., Changes in the Work." 18. ELECTRICAL REQUIREMENTS 18.1. Definitions. 18.1.1. Electrical Work. Electrical work is work performed for: ■ Item 610, "Roadway Illumination Assemblies," ■ Item 614, "High Mast Illumination Assemblies," • Item 616, "Performance Testing of Lighting Systems," • Item 617, "Temporary Roadway Illumination," • Item 618, "Conduit," • Item 620, "Electrical Conductors," • Item 621, "Tray Cable," • Item 622, "Duct Cable," • Item 628, "Electrical Services," ■ Item 680, "Highway Traffic Signals," • Item 681, "Temporary Traffic Signals," ■ Item 684, "Traffic Signal Cables," • Item 685, "Roadside Flashing Beacon Assemblies," • other items that involve either the distribution of electrical power greater than 50 volts or the installation of conduit and duct banks, • the installation of conduit and wiring associated with Item 624, "Ground Boxes," and Item 656, "Foundations for Traffic Control Devices,"and • the installation of the conduit system for communication and fiber optic cable. Electrical work does not include the installation of communications or fiber optic cable, or the connections for low voltage and inherently power limited circuits such as electronic or communications equipment.Assembly and placement of poles, structures, cabinets, enclosures,manholes, or other hardware will not be considered electrical work as long as no wiring, wiring connections, or conduit work is done at the time of assembly and placement. 06-2018 00795-T 11 of 13 174 CITY OFPEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES 18.1.2. Specialized Electrical Work. Specialized electrical work is work that includes the electrical service and feeders, sub-feeders,branch circuits, controls,raceways, and enclosures for the following: • pump stations, • moveable bridges, • ferry slips, • motor control centers, • facilities required under Item 504, "Field Office and Laboratory," ■ rest area or other public buildings, • weigh-in-motion stations, • electrical services larger than 200 amps, ■ electrical services with main or branch circuit breaker sizes not shown in the Contract, and • any 3-phase electrical power. 18.1.3. Certified Person.A certified person is a person who has passed the test from the TxDOT course TRF450, "TxDOT Roadway Illumination and Electrical Installations," or other courses as approved by the Owner. Submit a current and valid certification upon request. 18.1.4. Licensed Electrician.A licensed electrician is a person with a current and valid unrestricted master electrical license, or unrestricted journeyman electrical license that is supervised or directed by an unrestricted master electrician.An unrestricted master electrician need not be on the work locations at all times electrical work is being done, but the unrestricted master electrician must approve work performed by the unrestricted journeyman.Licensed electrician requirements by city ordinances do not apply to on state system work. The unrestricted journeyman and unrestricted master electrical licenses must be issued by the Texas Department of Licensing and Regulation or by a city in Texas with a population of 50,000 or greater that issues licenses based on passing a written test and demonstrating experience. The Engineer may accept other states' electrical licenses. Submit documentation of the requirements for obtaining that license.Acceptance of the license will be based on sufficient evidence that the license was issued based on: • passing a test based on the NEC similar to that used by Texas licensing officials, and • sufficient electrical experience commensurate with general standards for an unrestricted master and unrestricted journeyman electrician in the State of Texas. 18.2. Work Requirements. The qualifications required to perform electrical work and specialized electrical work are listed in Table 2. 06-2018 00795-T 12 of 13 175 CITY OF PEARLAND LGPP LEGAL RELATIONS AND RESPONSIBILITIES Table 2 Work Requirements Type of Work Qualifications to Perform Work Licensed electrician, certified Electrical work with plans person, or workers directly supervised by a licensed electrician or certified person Licensed electrician or workers Electrical work without plans directly supervised by a licensed electrician Licensed electrician or workers Specialized electrical work directly supervised by a licensed electrician Licensed electrician, certified Replace lamps, starting aids, person, or workers directly and changing fixtures supervised by a licensed electrician or certified person Conduit in precast section with Inspection by licensed approved working drawings electrician or certified person Conduit in cast-in-place section Inspection by licensed electrician or certified person All other electrical work Licensed electrician or workers (troubleshooting,repairs, directly supervised by a component replacement, etc.) licensed electrician A licensed electrician must be physically present during all electrical work when Table 2 states that workers are to be directly supervised by a licensed electrician or certified person. A non-certified person may install conduit in cast-in-place concrete sections if the work is verified by a certified person before concrete placement. When the plans specify IMSA certification,the requirements of Table 2 will still apply to the installation of the conduit, ground boxes, electrical services,pole grounding, and electrical conductors installed under Item 620, `Electrical Conductors." 06-2018 00795-T 13 of 13 176 • CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS 1 - ' Section 00796-T ITEM 8L—PROSECUTION AND PROGRESS 1. PROSECUTION OF WORK Unless otherwise shown in the Contract, begin work within 10 calendar days after the authorization date to begin work as shown on the Notice to Proceed.Prosecute the work continuously to completion within the working days specified. Unless otherwise shown in the Contract documents,work may be prosecuted in concurrent phases if no changes are required in the traffic control plan or if a revised traffic control plan is approved.Notify the Engineer at least 24 hr. before beginning work or before beginning any new operation. Do not start new operations to the detriment of work already begun. Minimize interference to traffic. 2. SUBCONTRACTING Do not sublet any portion of a construction Contract without the Engineer's written approval. A subcontract does not relieve any responsibility under the Contract and bonds.Ensure that all subcontracted work complies with all governing labor provisions. The Contractor certifies by signing the Contract that the Contractor will not enter into any subcontract with a subcontractor that is debarred or suspended by the Owner, or any state or federal agency. For federally funded Contracts, ensure the required federal documents are physically attached to each subcontract agreement including all tiered subcontract agreements. For all DBE/HUB/SBE subcontracts including all tiered DBE/HUB/SBE subcontracts, submit a copy of the executed subcontract agreement. Submit a copy of the executed non-DBE subcontracts including all tiered non- DBE subcontracts when requested. 2.1. Construction Contracts. Perform work with own organization on at least 30%of the total original Contract cost(25% if the Contractor is an SBE on a wholly State or local funded Contract) excluding any items determined to be specialty items. Specialty items are those that require highly specialized knowledge, abilities, or equipment not usually available in the contracting firm expected to bid on the proposed Contract as a whole. Specialty items will be shown on the plans or as directed by the Engineer. Bid cost of specialty items performed by subcontractors will be deducted from the 06-2018 00796-T 1 of 12 177 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS total original Contract cost before computing the required amount of work to be performed by the Contractor's own organization. The term"perform work with own organization"includes only: • workers employed and paid directly by the Contractor or wholly owned subsidiary; • equipment owned by the Contractor or wholly owned subsidiary; • rented or leased equipment operated by the Contractor's employees or wholly owned subsidiary's employees; • materials incorporated into the work if the majority of the value of the work involved in incorporating the material is performed by the Contractor's own organization, including a wholly owned subsidiary's organization; and • labor provided by staff leasing firms licensed under Chapter 91 of the Texas Labor Code for nonsupervisory personnel if the Contractor or wholly owned subsidiary maintains direct control over the activities of the leased employees and includes them in the weekly payrolls. When staff leasing firms provide materials or equipment,they are considered subcontractors. In these instances, submit staff leasing firms for approval as a subcontractor. Copies of cancelled checks and certified statements may be required to verify compliance with the requirements of this section. 2.2. Payments to Subcontractors. Report payments for DBE/HUB/SBE subcontracts including tiered DBE/HUB/SBE subcontracts in the manner as prescribed by the Owner. 2.3. Payment Records. Make payment records, including copies of cancelled checks, available for inspection by the Owner. Submit payment records upon request. Retain payment records for a period of 3 yr. following completion of the Contract work or as specified by the Owner. Failure to submit this information to the Engineer by the 20th day of each month will result in the Owner taking actions, including,but not limited to,withholding estimates and suspending the work. This work will not be measured or paid for directly but will be subsidiary to pertinent items. 3. COMPUTATION OF CONTRACT TIME FOR COMPLETION Upon request,the Engineer will provide the conceptual time determination schedule to the Contractor for informational purposes only. The schedules assume generic resources,production rates, sequences of construction and average weather conditions based on historic data. The Owner will not adjust the number of working days and milestones, if any, due to differences in opinion regarding 06-2018 00796-T 2 of 12 178 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS any assumptions made in the preparation of the schedule or for errors, omissions, or discrepancies found in the Owner's conceptual time schedule. The number of working days is established by the Contract. Working day charges will begin on the date established by the written authorization to begin work. Working day charges will continue in accordance with the Contract. The Engineer may consider increasing the number of working days under extraordinary circumstances. 3.1. Working Day Charges. Working days will be charged in accordance with Section 8.3.1.4., "Standard Workweek,"unless otherwise shown in the Contract documents. Working days will be computed and charged in accordance with one of the following: 3.1.1. Five-Day Workweek. Working days will be charged Monday through Friday, excluding national holidays,regardless of weather conditions or material availability. The Contractor has the option of working on Saturdays. Provide sufficient advance notice when scheduling work on Saturdays. Work on Sundays and national holidays will not be permitted without written permission.If work requiring an Inspector to be present is performed on a Saturday, Sunday, or national holiday, and weather and other conditions permit the performance of work for 6 hr. between 7 A.M. and 6 P.M., a working day will be charged. 3.1.2. Six-Day Workweek. Working days will be charged Monday through Saturday, excluding national holidays, regardless of weather conditions or material availability. Work on Sundays and national holidays will not be permitted without written permission.If work requiring an Inspector to be present is performed on a Sunday or a national holiday, and weather or other conditions permit the performance of work for 6 hr. between 7 A.M. and 6 P.M., a working day will be charged. 3.1.3. Seven-Day Workweek. Working days will be charged Monday through Sunday, excluding national holidays,regardless of weather conditions or material availability.Work on national holidays will not be permitted without written permission.If work is performed on any of these holidays requiring an Inspector to be present,and weather or other conditions permit the performance of work for 6 hr. between 7 A.M. and 6 P.M., a working day will be charged. 3.1.4. Standard Workweek. Working days will be charged Monday through Friday, excluding national or state holidays, if weather or other conditions permit the performance of the principal unit of work underway, as determined by the Engineer, for a continuous period of at least 6 hr. between 7 A.M. and 6 P.M., unless otherwise shown in the Contract. The Contractor has the option of working on Saturdays or state holidays. Provide sufficient advance notice to the Engineer when scheduling work on Saturdays.Work on Sundaysand national holidays will not be permitted without written permission. If work requiring an Inspector to be present is performed on a Saturday, Sunday, or holiday, and weather or other 06-2018 00796-T 3 of 12 179 CITY OF PEARLAND LGPP PROSECUTION AM)PROGRESS conditions permit the performance of work for 6 hr. between 7 A.M. and 6 P.M., a working day will be charged. 3.1.5. Calendar Day. Working days will be charged Sunday through Saturday, including all holidays,regardless of weather conditions, material availability, or other conditions not under the control of the Contractor. 3.2. Restricted Work Hours.Restrictions on Contractor work hours and the related definition for working day charges are as prescribed in this article unless otherwise shown in the Contract documents. 3.3. Nighttime Work.Nighttime work is allowed only when shown in the Contract documents or as directed.Nighttime work is defined as work performed from 30 min. after sunset to 30 min. before sunrise. 3.3.1. Five-, Six-,and Seven-Day Workweeks.Nighttime work that extends past midnight will be assigned to the following day for the purposes of approval for allowing work on Sundays or national holidays. 3.3.2. Standard Workweek. 3.3.2.1. Nighttime Work Only. When nighttime work is allowed or required and daytime work is not allowed,working day charges will be made when weather and other conditions permit the performance of the principal unit of work underway, as • determined by the Engineer,for a continuous period of at least 6 hr. for the nighttime period, as defined in Section 8.3.3., "Nighttime Work,"unless otherwise shown in the Contract documents. 3.3.2.2. Nighttime Work and Daytime.Work Requiring Inspector. When nighttime work is performed or required and daytime work is allowed, working day charges will be made when weather and other conditions permit the performance of the principal unit of work underway, as determined by the Engineer,for a continuous period of at least 6 hr.for the nighttime period, as defined in Section 8.3.3., "Nighttime Work," or for a continuous period of at least 6 hr. for the alternative daytime period unless otherwise shown in the Contract documents. Only one day will be charged for each 24-hr.time period. When the Engineer agrees to restrict work hours to the nighttime period only,working day charges will be in accordance with Section 8.3.3.2.1., "Nighttime Work Only." 4. TEMPORARY SUSPENSION OF WORK OR WORKING DAY CHARGES The Engineer may suspend the work,wholly or in part, and will provide notice and reasons for the suspension in writing. Suspend and resume work only as directed in writing. When part of the work is suspended, the Engineer may suspend working day charges only when conditions not under the control of the Contractor prohibit the 06-2018 00796-T 4 of 12 180 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS performance of critical activities. When all of the work is suspended for reasons not under the control of the Contractor,the Engineer will suspend working day charges. 5. PROJECT SCHEDULES Prepare,maintain, and submit project schedules.Project schedules are used to convey the Contractor's intended work plan to the Owner. Prepare project schedules with a level of effort sufficient for the work being performed.Project schedules will not be used as a basis to establish the amount of work performed or for the preparation of the progress payments. 5.1. Project Scheduler. Designate an individual who will develop and maintain the progress schedule. The Project Scheduler will be prepared to discuss, in detail,the proposed sequence of work and methods of operation, and how that information will be communicated through the Progress Schedule at the Preconstruction Meeting. This individual will also attend the project meetings and make site visits to prepare, develop, and maintain the progress schedules. 5.2. Construction Details. Before starting work,prepare and submit a progress schedule based on the sequence of work and traffic control plan shown in the Contract documents.At a minimum,prepare the progress schedule as a Bar Chart or Critical Path Method(CPM), as shown on the plans. Include all planned work activities and sequences and show Contract completion within the number of working days specified. Incorporate major material procurements, known utility relocations, and other activities that may affect the completion of the Contract in the progress schedule. Show a beginning date, ending date, and duration in whole working days for each activity. Do not use activities exceeding 20 working days, except for agreed upon activities. Show an estimated production rate per working day for each work activity. 5.3. Schedule Format.Format all project schedules according to the following: • Begin the project schedule on the date of the start of Contract time or start of activities affecting work on the project; • Show the sequence and interdependence of activities required for complete performance of the work. If using a CPM schedule, show a predecessor and a successor for each activity; and • Ensure all work sequences are logical and show a coordinated plan of the work. CPM schedules must also include: • Clearly and accurately identify the critical path as the longest continuous path; • Provide a legend for all abbreviations,run date, data date,project start date, and project completion date in the title block of each schedule submittal; and 06-2018 00796-T 5 of 12 181 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS ■ Through the use of calendars, incorporate seasonal weather conditions into the schedule for work(e.g., earthwork, concrete paving, structures, asphalt, drainage, etc.)that may be influenced by temperature or precipitation.Also, incorporate non-work periods such as holidays,weekends, or other non-work days as identified in the Contract. 5.4. Activity Format. For each activity on the project schedule provide: ■ A concise description of the work represented by the activity; • An activity duration in whole working days; ■ Code activities so that organized plots of the schedule may be produced. CPM schedules must also include the quantity of work and estimated production rate for major items of work.Provide enough information for review of the work being performed. 5.5. Schedule Types. 5.5.1. Bar Chart. Seven calendar days before the preconstruction meeting,prepare and submit a hard copy of the schedule using the bar chart method. 5.5.1.1. Progress Schedule Reviews. Update the project schedule and submit a hard copy when changes to the schedule occur or when requested. 5.5.2. Critical Path Method.Prepare and submit the schedule using the CPM. 5.5.2.1. Preliminary Schedule. Seven calendar days before the preconstruction meeting, submit both the plotted and electronic copies of the project schedule showing work to be performed within the first 90 calendar days of the project. 5.5.2.2. Baseline Schedule. The baseline schedule will be considered the Contractor's plan to successfully construct the project within the time frame and construction sequencing indicated in the Contract. Submit both plotted and electronic copies of the baseline schedule. Submit 2 plots of the schedule: one organized with the activities logically grouped using the activity coding; and the other plot showing only the critical path determined by the longest path,not based on critical float. Develop and submit the baseline schedule for review within the first 45 calendar days of the project unless the time for submission is extended. 5.5.2.2.1. Review. Within 15 calendar days of receipt of the schedule,the Engineer will evaluate, and inform the Contractor if the schedule has been accepted. If the schedule is not accepted,the Engineer will provide comments to the Contractor for incorporation. Provide a revised schedule based on the Engineer's comments, or reasons for not doing so within 10 calendar days. The Engineer's review and acceptance of the project schedule is for conformance to the requirements of the Contract documents only and does not relieve the Contractor of any responsibility • 06-2018 00796-T 6 of 12 182 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS for meeting the interim milestone dates (if specified) or the Contract completion date.Review and acceptance does not expressly or by implication warrant, acknowledge, or admit the reasonableness of the logic or durations of the project schedule. If the Contractor fails to define any element of work, activity, or logic and the Engineer's review does not detect this omission or error,the Contractor is responsible for correcting the error or omission. Submit an acceptable baseline schedule before the 90th calendar day of the project unless the time for submission is extended. 5.5.2.3. Progress Schedule. Maintain the project schedule for use by both the Contractor and the Engineer. Submit both the plotted and electronic copy as it will become an as-built record of the daily progress achieved on the project.If continuous progress of an activity is interrupted for any reason except non-work periods (such as holidays,weekend, or interference from temperature or precipitation), then the activity will show the actual finish date as that date of the start of the interruption and the activity will be broken into a subsequent activity(or activities, based on the number of interruptions) similarly numbered with successive alpha character as necessary. The original duration of the subsequent activity will be that of the remaining duration of the original activity. Relationships of the subsequent activity will match those of the original activity so that the integrity of the project schedule logic is maintained. Once established, the original durations and actual dates of all activities must remain unchanged. Revisions to the schedule may be made as necessary. The project schedule must be revised when changes in construction phasing and sequencing occur or other changes that cause deviation from the original project schedule occur.Any revisions to the schedule must be listed in the monthly update narrative with the purpose of the revision and description of the impact on the project schedule's critical path and project completion date. Create the schedule revision using the latest update before the start of the revision. Monthly updating of the project schedule will include updating of: ■ The actual start dates for activities started; ■ The actual finish dates for activities completed; • The percentage of work completed and remaining duration for each activity started but not yet completed; and • The calendars to show days actual work was performed on the various work activities. The cut-off day for recording monthly progress will be the last day of each month. Submit the updated project schedule no later than the 20th calendar day of the following month. The Engineer will evaluate the updated schedule within 5 calendar days of receipt and inform the Contractor if it has or has not been accepted. If the schedule is not accepted,the Engineer will provide comments to 06-2018 00796-T 7 of 12 183 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS the Contractor for incorporation.Provide a revised schedule based on the Engineer's comments, or reasons for not doing so within 5 calendar days. Provide a brief narrative in a bulleted statement format for major items that have impacted the schedule.Notify the Engineer if resource-leveling is being used. 5.5.2.3.1. Project Schedule Summary Report(PSSR).When shown on the plans,provide the PSSR instead of the narrative required in Section 8.5.5.2.3., "Progress Schedule." The PSSR includes a listing of major items that have impacted the schedule as well as a summary of progress in days ahead or behind schedule. Include an explanation of the project progress for the period represented on the form provided by the Owner. 5.5.3. Notice of Potential Time Impact. Submit a"Notice of Potential Time Impact" when a Contract time extension or adjustment of milestone dates may be justified or when directed. Failure to provide this notice in the time frames outlined above will compromise the Owner's ability to mitigate the impacts and the Contractor forfeits the right to request a time extension or adjustment of milestone dates unless the circumstances are such that the Contractor could not reasonably have had knowledge of the impact at the time. 5.5.4. Time Impact Analysis. When directed,provide a time impact analysis.A time impact analysis is an evaluation of the effects of impacts on the project.A time impact analysis consists of the following steps: • Step 1. Establish the status of the project immediately before the impact. • Step 2. Predict the effect of the impact on the schedule update used in Step 1. • Step 3. Track the effects of the impact on the schedule during its occurrence. • Step 4. Establish the status of the project after the impact's effect has ended and provide details identifying any mitigating actions or circumstances used to keep the project ongoing during the impact period. Determine the time impact by comparing the status of the work before the impact (Step 1)to the prediction of the effect of the impact(Step 2), if requested, and to actual effects of the impact once it is complete (Step 4).Unless otherwise approved, Steps 1, 3, and 4,must be completed before consideration of a Contract time extension or adjustment of a milestone date will be provided. Time extensions will only be considered when delays that affect milestone dates or the Contract completion date are beyond the Contractor's control. Submit Step 4 no later than 15 calendar days after the impact's effects have ended or when all the information on the effect has been realized. Submit one electronic backup copy of the complete time impact analysis and a copy of the full project schedule incorporating the time impact analysis. If the project schedule is revised after the submittal of a time impact analysis, but before 06-2018 00796-T 8 of 12 184 CITY OFPEARLAND LGPP PROSECUTION AND PROGRESS its approval, indicate in writing the need for any modification to the time impact analysis. The Engineer will review the time impact analysis upon completion of step 4. If this review detects revisions or changes to the schedule that had not been performed and identified in a narrative,the Engineer may reject the time impact analysis. If the Engineer is in agreement with the time impact analysis, a change order may be issued to grant additional working days, or to adjust interim milestones. Once a change order has been executed, incorporate the time impact analysis into the project schedule. The time impact analysis may also be used to support the settlement of disputes and claims. Compensation related to the time impact analysis may be provided at the completion of the analysis or the completion of the project to determine the true role the impact played on the fmal completion. The work performed under this article will not be measured or paid for directly but will be subsidiary to pertinent items. 6. FAILURE TO COMPLETE WORK ON TIME The time established for the completion of the work is an essential element of the Contract. If the Contractor fails to complete the work within the number of working days specified,working days will continue to be charged.Failure to complete the Contract, a separate work order, or callout work within the number of working days specified, including any approved additional working days,will result in liquidated damages for each working day charged over the number of working days specified in the Contract. The dollar amount specified in the Contract will be deducted from any money due or to become due the Contractor for each working day the Contract remains incomplete. This amount will be assessed not as a penalty but as liquidated damages. 7. DEFAULT OF THE CONTRACT 7.1. Declaration of Default. The.Engineer may declare the Contractor to be in default of the Contract if the Contractor: • fails to begin the work within the number of days specified, • fails to prosecute the work to assure completion within the number of days specified, • is uncooperative, disruptive or threatening, • fails to perform the work in accordance with the Contract requirements, • neglects or refuses to remove and replace rejected materials or unacceptable work, • discontinues the prosecution of the work without the Engineer's approval, • makes an unauthorized assignment, 06-2018 00796-T 9 of 12 185 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS • fails to resume work that has been discontinued within a reasonable number of days after notice to do so, - ■ fails to conduct the work in an acceptable manner, or ■ commits fraud or other unfixable conduct as determined by the Owner. If any of these conditions occur,the Engineer will give notice in writing to the Contractor and the Surety of the intent to declare the Contractor in default.If the Contractor does not proceed as directed within 5 days after the notice,the Owner will provide written notice to the Contractor and the Surety to declare the Contractor to be in default of the Contract. The Owner will also provide written notice of default to the Surety. If the Contractor provides the Owner written notice of voluntary default of the Contract, the Owner may waive the 5 day notice of intent to declare the Contractor in default and immediately provide written notice of default to the Contractor and the Surety. Working day charges will continue until completion of the Contract. The Owner may suspend work in accordance with Section 8.4., "Temporary Suspension of Work or Working Day Charges,"to investigate apparent fraud or other unfixable conduct before defaulting the Contractor. The Contractor may be subject to sanctions under the state and/or federal laws and regulations. The Owner will determine the method used for the completion of the remaining work as follows: • Contracts without Performance Bonds. The Owner will determine the most expeditious and efficient way to complete the work, and recover damages from the Contractor. ■ Contracts with Performance Bonds. The Owner will,without violating the Contract, demand that the Contractor's Surety complete the remaining work in accordance with the terms of the original Contract. A completing Contractor will be considered a subcontractor of the Surety. The Owner reserves the right to approve or reject proposed subcontractors. Work may resume after the Owner receives and approves Certificates of Insurance as required in Section 3.4.3., "Insurance." Certificates of Insurance may be issued in the name of the completing Contractor. The Surety is responsible for making every effort to expedite the resumption of work and completion of the Contract. The Owner may complete the work using any or all materials at the work locations that it deems suitable and acceptable.Any costs incurred by the Owner for the completion of the work under the Contract will be the responsibility of the Surety. From the time of notification of the default until work resumes (either by the Surety or the Owner), the Owner will maintain traffic control devices and will do any other work it deems necessary,unless otherwise agreed upon by the Owner and the Surety.All costs associated with this work will be deducted from money due to the Surety. 06-2018 00796-T 10 of 12 186 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS The Owner will hold all money earned but not disbursed by the date of default. Upon resumption of the work after the default, all payments will be made to the Surety.All costs and charges incurred by the Owner as a result of the default, including the cost of completing the work under the Contract, costs of maintaining traffic control devices,costs for other work deemed necessary, and any applicable liquidated damages or disincentives will be deducted from money due the Contractor for completed work. If these costsexceed the sum that would have been payable under the Contract,the Surety will be liable and pay the Owner the balance of these costs in excess of the Contract price. In case the costs incurred by the Owner are less than the amount that would have been payable under the Contract if the work had been completed by the Contractor,the Owner will be entitled to retain the difference. Comply with Article 8.2., "Subcontracting,"and abide by the DBE/HUB/SBE commitments previously approved by the Owner . No markups as defined in Article 9.7., "Payment for Extra Work and Force Account Method,"will be allowed for the Surety. 7.2. Wrongful Default. Submit a written request to the Owner within 14 calendar days of receipt of the notice of default for consideration of wrongful default. The Owner will determine if the Contractor has been wrongfully defaulted, and will proceed with the following: • If the Owner determines the default is proper,the default will remain. If the Contractor is in disagreement,the Contractor may file a claim in accordance with Article 4.7., "Dispute or Claims Procedure." ■ If the Owner determines it was a wrongful default,the Owner will terminate the Contract for convenience, in accordance with Article 8.8.,"Termination of the Contract." 8. TERMINATION OF THE CONTRACT The Owner may terminate the Contract in whole or in part whenever: • the Contractor is prevented from proceeding with the work as a direct result of an executive order of the President of the United States or the Governor of the State; ■ the Contractor is prevented from proceeding with the work due to a national emergency,or when the work to be performed under the Contract is stopped, directly or indirectly,because of the freezing or diversion of materials, equipment or labor as the result of an order or a proclamation of the President of the United States; • the Contractor is prevented from proceeding with the work due to an order of any federal authority; 06-2018 00796-T 11 of 12 187 CITY OF PEARLAND LGPP PROSECUTION AND PROGRESS ■ the Contractor is prevented from proceeding with the work by reason of a preliminary, special, or permanent restraining court order where the issuance of the restraining order is primarily caused by acts or omissions of persons or agencies other than the Contractor; or ■ the Owner determines that termination of the Contract is in the best interest of the Owner or the public. This includes, but is not limited to,the discovery of significant hazardous material problems,right of way acquisition problems, or utility conflicts that would,cause substantial delays or expense to the Contract. 8.1. Procedures and Submittals. The Engineer will provide written notice to the Contractor of termination specifying the extent of the termination and the effective date. Upon notice, immediately proceed in accordance with the following: ■ stop work as specified in the notice; • place no further subcontracts or orders for materials, services, or facilities, except as necessary to complete a critical portion of the Contract, as approved; • terminate all subcontracts to the extent they relate to the work terminated; ■ complete performance of the work not terminated; • settle all outstanding liabilities and termination settlement proposals resulting from the termination for public convenience of the Contract; ( • create an inventory report, including all acceptable materials and products obtained for the Contract that have not been incorporated in the work that was terminated(include in the inventory report a description, quantity, location, source, cost, and payment status for each of the acceptable materials and products); and • take any action necessary, or that the Engineer may direct, for the protection and preservation of the materials and products related to the Contract that are in the possession of the Contractor and in which the Owner has or may acquire an interest. 06-2018 00796-T 12 of 12 188 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT Section 00797-T ITEM 9L—LGPP.MEASUREMENT AND PAYMENT 1. MEASUREMENT OF QUANTITIES The Engineer will measure all completed work using United States standard measures,unless otherwise specified. 1.1. Linear Measurement. Unless otherwise specified, all longitudinal measurements for surface areas will be made along the actual surface of the roadway and not horizontally.No deduction will be made for structures in the roadway with an area of 9 sq. ft. or less. For all transverse measurements for areas of base courses, surface courses, and pavements,the dimensions to be used in calculating the pay areas will be the neat dimensions and will not exceed those shown on the plans, unless otherwise directed. 1.2. Volume Measurement. Transport materials measured for payment by volume in approved hauling vehicles.Display a unique identification mark on each vehicle. Furnish information necessary to calculate the volume capacity of each vehicle. The Engineer may require verification of volume through weight measurement. Use body shapes that allow the capacity to be verified.Load and level the load to the equipment's approved capacity.Loads not hauled in approved vehicles may be rejected. 1.3. Weight Measurement. Transport materials measured for payment by weight or truck measure in approved hauling vehicles.Furnish certified measurements,tare weights, and legal gross weight calculations for all haul units.Affix a permanent, legible number on the truck and on the trailer to correspond with the certified information.Furnish certified weights of loaded haul units transporting material if requested. The material will be measured at the point of delivery. The cost of supplying these volume and weight capacities is subsidiary to the pertinent item.For measurement by the ton, in the field,provide measurements in accordance with Item 520, "Weighing and Measuring Equipment,"except for items where ton measurements are measured by standard tables. The Engineer may reject loads and suspend hauling operations for overloading. 1.3.1. Hauling on Routes Accessible to the Traveling Public. For payment purposes on haul routes accessible to the traveling public,the net weight of the load will be calculated as follows: • If the gross vehicle weight is less than the maximum allowed by state law, including applicable yearly weight tolerance permit,the net weight of the load will be determined by deducting the tare weight of the vehicle from the gross weight. 06-2018 00797-T 1 of 8 189 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT ■ If the gross vehicle weight is more than the maximum allowed by state law, including applicable yearly weight tolerance permit,the net weight of the load will be determined by deducting the tare weight of the vehicle from the maximum gross weight allowed. 1.3.2. Hauling on Routes Not Accessible to the Traveling Public. For payment purposes on haul routes that are not accessible to the traveling public where advance permission is obtained in writing from the Engineer: ■ If the gross vehicle weight is less than the maximum allowed, including applicable yearly weight tolerance permit,the net weight of the load will be determined by deducting the tare weight of the vehicle from the gross weight. • If the gross vehicle weight is more than the maximum allowed,the net weight of the load will be determined by deducting the tare weight of the vehicle from the maximum gross weight allowed. 2. PLANS QUANTITY MEASUREMENT Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract.The estimated bid quantities are designated as final payment quantities, unless revised by the governing specifications or this article. If the quantity measured as outlined under"Measurement"varies by more than 5% (or as stipulated under"Measurement"for specific Items) from the total estimated quantity for an individual item originally shown in the Contract, an adjustment may be made to the quantity of authorized work done for payment purposes. When quantities are revised by a change in design approved by the Owner,by change order, or to correct an error on the plans,the plans quantity will be increased or decreased by the amount involved in the change, and the 5%variance will apply to the new plans quantity. If the total Contract quantity multiplied by the unit bid price for an individual item is less than$250 and the item is not originally a plans quantity item,then the item may be paid as a plans quantity item if the Engineer and Contractor agree in writing to fix the fmal quantity as a plans quantity. For Contracts with callout work and work orders,plans quantity measurement requirements are not applicable. 3. ADJUSTMENT OF QUANTITIES The party to the Contract requesting the adjustment will provide field measurements and calculations showing the revised quantity. When approved, this revised quantity will constitute the fmal quantity for which payment will be 06-2018 00797-T 2 of 8 190 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT made.Payment for revised quantity will be made at the unit price bid for that item, except as provided for in Article 4.4., "Changes in the Work". 4. SCOPE OF PAYMENT Payment of the Contract unit price is full compensation for all materials, equipment, labor,tools, and supplies necessary to complete the item of work under the Contract. Until final acceptance in accordance with Section 00780-T, 12., "Final Acceptance," assume liability for completing the work according to the Contract documents and any loss or damage arising from the performance of the work or from the action of the elements, infringement of patent,trademark, or copyright, except as provided elsewhere in the Contract. The Owner will only pay for material incorporated into the work in accordance with the Contract. Payment of progress estimates will in no way affect the Contractor's obligation under the Contract to repair or replace any defective parts in the construction or to replace any defective materials used in the construction and to be responsible for all damages due to defects if the defects and damages are discovered on or before final inspection and acceptance of the work. 5. PROGRESS PAYMENTS The Engineer will prepare a monthly estimate of the amount of work performed, including materials in place.Incomplete items of work may be paid at an agreed upon percentage as approved.Payment of the monthly estimate is determined at the Contract item prices less any withholdings or deductions in accordance with the Contract. Progress payments may be withheld for failure to comply with the Contract. 6. PAYMENT FOR MATERIAL ON HAND (MOH) If payment for MOH is desired,request compensation for the invoice cost of acceptable nonperishable materials that have not been used in the work before the request, and that have been delivered to the work location or are in acceptable storage places.Nonperishable materials are those that do not have a shelf life or whose characteristics do not materially change when exposed to the elements. Include only materials that have been sampled,tested, approved, or certified, and are ready for incorporation into the work. Only materials which are completely constructed or fabricated on the Contractor's order for a specific Contract and are so marked and on which an approved test report has been issued are eligible. Payment for MOH may include the following types of items: concrete traffic barrier,precast concrete box culverts, concrete piling,reinforced concrete pipe, and illumination poles.Any repairs required after fabricated materials have been approved for storage will require approval of the Engineer before being made and will be made at the Contractor's expense.Include only those materials that have an invoice cost of at least$1,000 in the request for MOH payment. 06-2018 00797-T 3 of 8 191 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT If the request is acceptable, the Engineer will include payment for MOH in a progress payment. Payment for MOH does not constitute acceptance of the materials.Payment will not exceed the actual cost of the material as established by invoice, or the total cost for the associated item less reasonable placement costs, whichever is less. Materials for which the Contractor does not have a paid invoice within 60 days will not be eligible for payment and will be removed from the estimate. Payment may be limited to a portion of the invoice cost or unit price if shown elsewhere in the Contract. Payment for precast products fabricated or constructed by the Contractor for which invoices or freight bills are not available may be made based on statements of actual cost. Submit the request on forms provided by the Owner. These forms may be electronically reproduced,provided they are in the same format and contain all the, required information and certifications. Continue to submit monthly MOH forms until the total value of MOH is $0. By submitting a request for MOH payment,the Contractor expressly authorizes the Owner to audit MOH records,and to perform process reviews of the record-keeping system. If the Owner determines noncompliance with any of the requirements of this provision,the Owner may exclude payment for any or all MOH for the duration of the Contract. Maintain all records relating to MOH payment until final acceptance.Provide these records to the Engineer upon request. 7. PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT METHOD Payment for extra work directed,performed, and accepted will be made in accordance with Article 4.4., "Changes in the Work."Payment for extra work may be established by agreed unit prices or by Force Account Method. Agreed unit prices are unit prices that include markups and are comparable to recent bid prices for the same character of work. These unit prices may be established without additional breakdown justification. When using Force Account Method, determine an estimated cost for the proposed work and establish labor and equipment rates and material costs.Maintain daily records of extra work and provide copies of these records daily, signed by the Contractor's representative,for verification by the Engineer. Request payment for the extra work no later than the 10th day of the month following the month in which the work was performed.Include copies of all applicable invoices. If the extra work to be performed has an estimated cost of less than$10,000, submit for approval and payment an invoice of actual cost for materials, equipment, labor, tools, and incidentals necessary to complete the extra work. 7.1. Markups.Payment for extra work may include markups as compensation for the use of small tools, overhead expense, and profit. 06-2018 00797-T 4 of 8 192 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT 7.1.1. Labor. Compensation will be made for payroll rates for each hour that the labor, foremen, or other approved workers are actually engaged in the work.In no case will the rate of wages be less than the minimum shown in the Contract for a particular category.An additional 25% of this sum will be paid as compensation for overhead, superintendence,profit, and small tools. 7.1.2. Insurance and Taxes.An additional 55% of the labor cost, excluding the 25% compensation provided in Section 9.7.1.1., "Labor,"will be paid as compensation for labor insurance and labor taxes including the cost of premiums on non-project- specific liability (excluding vehicular) insurance,workers compensation insurance, Social Security,unemployment insurance taxes, and fringe benefits. 7.1.3. Materials. Compensation will be made for materials associated with the work based on actual delivered invoice costs, less any discount.An additional 25%of this sum will be paid as compensation for overhead and profit. 7.1.4. Equipment.Payment will be made for the established equipment hourly rates for each hour that the equipment is involved in the work.An additional 15%of this sum will be paid as compensation for overhead and profit not included in the rates. Transportation cost for mobilizing equipment will be included if the equipment is mobilized from an off-site location. 7.1.4.1. Contractor-Owned Equipment.For Contractor-owned machinery,trucks, power tools, or other equipment,use the FHWA rental rates found in the Rental Rate Blue Book multiplied by the regional adjustment factor and the rate adjustment factor to establish hourly rates. Use the rates in effect for each section of the Rental Rate Blue Book at the time of use. If a rate has not been established for a particular piece of equipment in the Rental Rate Blue Book, the Engineer will allow a reasonable hourly rate. This price will include operating costs. Payment for equipment will be made for the actual hours used in the work. The Owner reserves the right to withhold payment for low production or lack of progress.Payment will not be made for time lost for equipment breakdowns, time spent to repair equipment, or time after equipment is no longer needed. If equipment is used intermittently while dedicated solely to the work,payment will be made for the duration the equipment is assigned to the work but no more than 8 hours will be paid during a 24-hour day,nor more than 40 hours per week, nor more than 176 hours.per month, except when time is computed using a six- day or seven-day workweek. When using a six-day workweek, no more than 8 hours will be paid during a 24-hour day,nor more than 48 hours per week,nor more than 211 hours per month. When using a seven-day workweek,no more 06-2018 00797-T 5 of 8 193 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT than 8 hours will be paid during a 24-hour day,nor more than 56 hours per week, nor more than 246 hours per month. 7.1.4.2. Equipment Not Owned by the Contractor.For equipment rented from a third party not owned by the Contractor,payment will be made at the invoice daily rental rate for each day the equipment is needed for the work. The Owner reserves the right to limit the daily rate to comparable Rental Rate Blue Book rates. When the invoice specifies that the rental rate does not include fuel, lubricants,repairs, and servicing,the Rental Rate Blue Book hourly operating cost for each hour the equipment is operated will be added. When the invoice specifies equipment operators as a component of the equipment rental,payment will be made at the invoice rate for each operator for each day the equipment is needed for the work. 7.1.4.3. Standby Equipment Costs. Payment for standby equipment will be made in accordance with Section 00797-T.7.1.4., "Equipment," except that: 7.1.4.3.1. Contractor-Owned Equipment.For Contractor-owned machinery,trucks, power tools, or other equipment: • Standby will be paid at 50% (to remove operating cost) of the FHWA rental rates found in the Rental Rate Blue Book multiplied by the regional adjustment factor and the rate adjustment factor. • Standby costs will not be allowed during periods when the equipment would have otherwise been idle. 7.1.4.3.2. Equipment Not Owned by the Contractor. For equipment rented from a third party not owned by the Contractor: • Standby will be paid at the invoice daily rental rate, excluding operating cost, which includes fuel, lubricants,repairs, and servicing. The Owner reserves the right to limit the daily standby rate to comparable FHWA rental rates found in the Rental Rate Blue Book multiplied by the regional adjustment factor and the rate adjustment factor. • Standby will be paid for equipment operators when included on the invoice and equipment operators are actually on standby. • Standby costs will not be allowed during periods when the equipment would have otherwise been idle. 7.1.5. Subcontracting. An additional 5%of the actual invoice cost will be paid to the Contractor as compensation for administrative cost, superintendence, and profit. 7.1.6. Law Enforcement.An additional 5%of the actual invoice cost will be paid as compensation for administrative costs, superintendence, and profit. 06-2018 00797-T 6 of 8 194 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT 7.1.7. Railroad Flaggers.An additional 5%of the actual invoice cost will be paid as compensation for administrative cost, superintendence, and profit. 7.1.8. Bond Cost. An additional 1%of the total compensation provided in Section 00797-T 7., "Payment for Extra Work and Force Account Method,"will be paid for the increase in bond. 8. RETAINAGE The Owner will withhold retainage on the Contractor.The Contractor may withhold retainage on subcontractors in accordance with state and federal regulations. 9. PAYMENT PROVISIONS FOR SUBCONTRACTORS For the purposes of this article only, the term subcontractor includes suppliers and the term work includes materials provided by suppliers at a location approved by the Engineer. These requirements apply to all tiers of subcontractors. Incorporate the provisions of this article into all subcontract or material purchase agreements. Pay subcontractors for work performed within 10 days after receiving payment for — t the work performed by the subcontractor. Also, pay any retainage on a subcontractor's work within 10 days after satisfactory completion of all of the subcontractor's work. Completed subcontractor work includes vegetative establishment, test, maintenance, performance, and other similar periods that are the responsibility of the subcontractor. For the purpose of this section,satisfactory completion is accomplished when: • the subcontractor has fulfilled the Contract requirements of both the Owner and the subcontract for the subcontracted work, including the submittal of all information required by the specifications and the Owner; and • the work done by the subcontractor has been inspected, approved, and paid by the Owner. Provide a certification of prompt payment in accordance with the Owner's prompt payment procedure to certify that all subcontractors and suppliers were paid from the previous months payments and retainage was released for those whose work is complete. Submit the completed form each month and the month following the month when final acceptance occurred at the end of the project. The inspection and approval of a subcontractor's work does not eliminate the Contractor's responsibilities for all the work as defined in Section 00795-T 7.17., "Contractor's Responsibility for Work." The Owner may pursue actions against the Contractor, including withholding of estimates and suspending the work, for noncompliance with the subcontract 06-2018 00797-T 7 of 8 195 CITY OF PEARLAND LGPP MEASUREMENT AND PAYMENT requirements of this section upon receipt of written notice with sufficient details showing the subcontractor has complied with contractual obligations. 10. FINAL PAYMENT When the Contract has been completed, all work has been approved, fmal acceptance has been made in accordance with Article 5.12., "Final Acceptance," and Contractor submittals have been received,the Engineer will prepare a final estimate for payment showing the total quantity of work completed and the money owed the Contractor. The fmal payment will reflect the entire sum due, less any sums previously paid. 06-2018 00797-T 8 of 8 196 CITY OF PEARLAND SPECIAL CONDITIONS OF AGREEMENT Section 00800 SPECIAL CONDITIONS OF AGREEMENT The following Special Conditions modify the General Conditions, Document 00700. Where a portion of the General Conditions is modified or deleted by these Special Conditions,the unaltered portions of the General Conditions shall remain in effect. ARTICLE 1 DEFINITIONS AND INTERPRETATIONS 1.01 Add the following paragraph to the end of Article 1.01: The OWNER'S representative on the project site is: Lindsay Koskiniemi:telephone: 281. 652. 1757 The CONSTRUCTION.MANAGER is: Jaime Dino: telephone: 281.652.1746 The CONSTRUCTION INSPECTOR is: telephone: ARTICLE 4 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 4.05 Add the following paragraph to Article 4.05: A Maintenance Bond in accordance with Document 00612 of the Project Manual is required for this Project. The cost of this bond shall be included in the CONTRACTOR'S Bid Proposal. Attachment No. 3 To General Conditions, Owner's Insurance Requirements of Contractor, Article 4.6 Builder's Risk-Builder's Risk Insurance is Not Required for this project. ARTICLE 5 PROSECUTION AND PROGRESS 5.08 Add Article 5.08: The Contract Time as defined in the bid and other sections of the Contract Documents includes a certain number of rain days. Based on the Alvin Weather Center Records,the average annual rain days from June 1898 to December 1996 is 40 days calculated from all precipitation days of record. The CONTRACTOR is required to keep a record of rain days at the site. The record of rain days must be accepted and signed by the City Inspector monthly, and shall be reported on the monthly pay estimate submittal. At the end of the contract,the CONTRACTOR will be credited only for the number of accepted rain days that exceed 40 rain days per year,proportionate to the original Contract Time. General Notes: Section 01500 Temporary Facilities requires CONTRACTOR to provide high speed interne access in the Field Office. BIDDER is Required to provide either a Field Office 06-2018 00800-1 of 2 197 CITY OFPEARLAND SPECIAL CONDITIONS OF AGREEMENT or any internet access for this project. All other requirements remain and will be required per the section. It is the responsibility of the Contractor to coordinate with the Owner for all Traffic Control Documents.Contractor to coordinate with the Owner for procurement of Traffic Control Documents prior to permitting. Contractor is to keep a minimum of one lane open at all times,in both directions. No lane closures to extend beyond the defined work day. Contractor Will be required to provide an on-site construction office for the duration of this project. END OF SECTION 06-2018 00800-2 of 2 198 CITY OFPEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION Section 00811-T WAGE SCALE FOR ENGINEERING CONSTRUCTION 1.01 In accordance with the Prevailing Wage law on Public Works (Article 2258 of the Texas Government Code),the public body awarding the contract does hereby specify the rates shown in Table 00811-A following to be the general prevailing rates in the locality in which the work is being performed. 1.02 This prevailing wage rate does not prohibit the payment of more than the rates stated. 1.03 The wage scale for engineering construction is to be applied to all site work greater than five (5)feet from an exterior wall of new building under construction or from an exterior wall of an existing building. 10-2012 00811- 1 of 1 199 Texas Department of Transportation The wage rates listed are those predetermined by the Secretary of Labor and State Statue to be the minimum wages paid. To determine the applicable wage rate zone,a list entitled"TEXAS COUNTIES IDENTIFIED BY WAGE RATE ZONES"is provided in the contract. Any wage rate that is not listed must be submitted to the Engineer for approval. IMPORTANT NOTICE FOR STATE PROJECTS;only the controlling wage rate zone applies to the contract.Effective 01-05-2018. ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE CLASS.# CLASSIFICATION DESCRIPTION TX07 TX08 TX11 TX12 TX14 TX16 TX18 TX34 TX36 TX37 TX38 TX40 TX41 TX54 TX56 TX63 116118 115118 115118 115118 116118 115118 115118 116/18 115/18 1/5/18 115118 1/5/18 115/18 115118 1/5/18 1/5/18 1428 Agricultural Tractor Operator $12.69 $12.35 $11.75 1300 Asphalt Distributor Operator $14.87 $13.48 $13.88 $15.72 $15.58 $15.55 $15.72 $13.28 $15.32 $15.62 $14.36 $14.25 $14.03 $13.75 $14.06 $14.40 1303 Asphalt Paving Machine Operator $13.40 $12.25 $12.35 $13.87 $14.05 $14.36 $14.20 $13.26 $13.99 $14.68 $12.92 $13.44 $12.53 $14.00 $14.32 $12.99 1106 Asphalt Raker $12.28 $10.61 $12.02 $14.21 $11.65 $12.12 $11.64 $11.44 $12.69 $12.05 $11.34 $11.67 $11.40 $12.59 $12.36 $11.78 1112 Batching Plant Operator,Asphalt 1115 Batching Plant Operator,Concrete 1214 Blaster 1615 Boom Truck Operator $18.36 1444 Boring Machine Operator 1305 Broom or Sweeper Operator $11.21 $10.33 $10.08 $11.99 $11.04 $11.62 $11.74 $11.41 $10.30 $10.23 $10.60 $12.68 $11.05 1144 Communications Cable Installer 1124 Concrete Finisher,Paving and Structures $13.55 $12.46 $13.16 $12.85 $12.64 $12.56 $12.77 $12.44 $14.12 $13.04 $13.38 $12.64 $12.80 $12.79 $12.98 $13.32 1318 Concrete Pavement Finishing Machine Operator $16.05 $15.48 $16.05 $19.31 $13.07 1315 Concrete Paving,Curing,Float,Texturing Machine Operator $16.34 $11.71 1333 Concrete Saw Operator $14.67 $14.48 $17.33 $13.99 1399 Concrete/Gunite Pump Operator 1344 Crane Operator,Hydraulic 80 tons or less $18.22 $18.36 $18.12 $18.04 $20.21 $18.63 $13.86 1345 Crane Operator,Hydraulic Over 80 Tons 1342 Crane Operator,Lattice Boom 80 Tons or Less $16.82 $14.39 $13.85 $17.27 $15.87 $17.27 $14.67 $16.42 $14.97 $13.87 1343 Crane Operator,Lattice Boom Over 80 Tons $20.52 $19.38 $20.52 $17.49 $25.13 $15.80 1306 Crawler Tractor Operator $13.96 $16.63 $13.62 $14.26 $15.67 $14.07 $13.15 $13.38 $14.60 $13.68 $13.50 1351 Crusher or Screen Plant Operator 1446 Directional Drilling Locator $11.67 1445 Directional Drilling Operator $20.32 $17.24 1139 Electrician $20.96 $19.87 $19.80 $26.35 $20.27 $19.80 $20.92 $27.11 $19.87 1347 Excavator Operator,50,000 pounds or less $13.46 $12.56 $13.67 $17.19 $12.88 $14.38 $13.49 $17.19 $13.88 $14.09 $12.71 $14.42 1348 Excavator Operator,Over 50,000 pounds $15.23 $13.52 $17.04 $17.71 $16.99 $18.80 $16.22 $14.53 $13.52 1150 Flagger $9.30 $9.10 $8.50 $10.28 $8.81 $9.45 $8.70 $10.06 $9.71 $9.03 $8.81 $9.08 $9.90 $10.33 $8.10 1151 Form Builder/Setter,Structures $13.52 $12.30 $13.38 $12.91 $12.71 $12.87 $12.38 $12.26 $13.84 $12.98 $13.07 $13.61 $12.82 $14.73 $12.23 $12.25 1160 Form Setter,Paving 8 Curb $12.36 $12.16 $13.93 $11.83 $10.71 $12.94 $13.16 $12.54 $11.33 $10.69 $13.33 $12.34 $13.93 1360 Foundation Drill Operator,Crawler Mounted $17.99 $17.99 $17.43 1363 Foundation Drill Operator,Truck Mounted $16.86 $22.05 $21.51 $16.93 $21.07 $20.20 $20.76 $17.54 $21.39 $15.89 $22.05 1369 Front End Loader Operator,3 CY or Less $12.28 $13.49 $13.40 $13.85 $13.04 $13.15 $13.29 $13.69 $12.64 $12.89 $13.51 $13.32 $12.17 1372 Front End Loader Operator,Over3 CY $12.77 $13.69 $12.33 $14.96 $13.21 $12.86 $13.57 $14.72 $13.75 $12.32 $13.19 $13.17 $13.02 1329 Joint Sealer 1172 Laborer,Common $10.30 $9.86 $10.08 $10.51 $10.71 $10.50 $10.24 $10.58 $10.72 $10.45 $10.30 $10.25 $10.03 $10.54 $11.02 $10.15 1175 Laborer,Utility $11.80 $11.53 $12.70 $12.17 $11.81 $12.27 $12.11 $11.33 $12.32 $11.80 $11.53 $11.23 $11.50 $11.95 $11.73 $12.37 1346 Loader/Backhoe Operator $14.18 $12.77 $12.97 $15.68 $14.12 $15.18 $13.58 $12.87 $13.21 $14.13 $14.29 $12.90 N C . C ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE CLASS.# CLASSIFICATION DESCRIPTION TX07 TX08 TX11 TX12 TX14 TX16 TX18 TX34 TX35 TX37 TX38 TX40 TX41 TX54 TX66 TX63 115118 115118 115118 115118 115118 1/6118 115118 115118 115118 115118 115118 115118 115118 115118 115118 1/5118 1187 Mechanic $20.14 $15.47 $17.47 $17.74 $17.00 $17.10 $17.68 $18.94 $18.58 $17.00 $16.61 $18.46 $16.96 $17.47 1380 Milling Machine Operator $15.54 $14.64 $12.22 $14.29 $14.18 $14.32 $14.35 $12.86 $14.75 $13.53 $12.80 1390 Motor Grader Operator,Fine Grade $17.49 $16.52 $16.88 $17.12 $18.37 $18.51 $16.69 $16.13 $17.19 $18.35 $17.07 $17.74 $17.47 $17.08 $15.69 $20.01 1393 Motor Grader Operator,Rough $16.15 $14.62 $15.83 $16.20 $17.07 $14.63 $18.50 $16.02 $16.44 $15.12 $16.85 $14.47 $17.39 $14.23 $15.53 1413 Off Road Hauler $10.08 $12.26 $11.88 $12.25 $12.23 $13.00 $14.60 1196 Painter,Structures $21.29 $18.34 $21.29 $18.62 1396 Pavement Marking Machine Operator $16.42 $13.10 $13.55 $19.17 $12.01 $13.63 $14.60 $13.17 $16.65 $10.54 $11.18 $13.10 1443 Percussion or Rotary Drill Operator 1202 Piledriver $14.95 1205 Pipelayer $11.87 $14.64 $13.17 $11.17 $12.79 $11.37 $13.24 $12.66 $13.24 $11.17 $11.67 $12.12 $14.64 1384 Reclalmer/Pulverizer Operator $12.85 $11.90 $12.88 $11.01 $10.46 1500 Reinforcing Steel Worker $13.50 $14.07 $17.53 $16.17 $14.00 $16.18 $12.74 $15.83 $17.10 $15.15 $17.72 1402 Roller Operator,Asphalt $10.95 $11.96 $13.29 $12.78 $11.61 $13.08 $12.36 $11.68 $11.71 $11.95 $11.50 1405 Roller Operator,Other $10.36 $10.44 $11.82 $10.50 $11.64 $11.51 $10.59 $10.30 $12.04 $12.85 $11.57 $10.66 1411 Scraper Operator $10.61 $11.07 $10.85 $12.88 $12.27 $11.12 $12.96 $11.88 $12.43 $11.22 $13.95 $13.47 $10.89 1417 Self-Propelled Hammer Operator 1194 Servicer $13.98 $12.34 $14.11 $14.74 $14.51 $15.56 $13.44 $14.58 $14.31 $13.83 $12.43 $13.72 $13.97 $14.11 1513 Sign Erector 1708 Slurry Seal or Micro-Surfacing Machine Operator 1341 Small Slipform Machine Operator $15.96 1515 Spreader Box Operator $12.60 $13.12 $14.71 $14.04 $14.73 $13.84 $13.68 $13.45 $11.83 $13.58 $14.05 1705 Structural Steel Welder $12.85 1509 Structural Steel Worker $19.29 $14.39 1339 Subgrade Trimmer 1143 Telecommunication Technician 1145 Traffic Signal/Light Pole Worker $16.00 1440 Trenching Machine Operator,Heavy $18.48 1437 Trenching Machine Operator,Light 1609 Truck Driver Lowboy-Float $14.46 $13.63 $13.41 $15.00 $15.93 $15.66 $16.24 $16.39 $14.30 $16.62 $15.63 $14.28 $16.03 $13.41 1612 Truck Driver Transit-Mix $14.14 $14.14 1600 Truck Driver,Single Axle $12.74 $10.82 $10.75 $13.04 $11.61 $11.79 $13.53 $13.16 $12.31 $13.40 $10.30 $11.61 $11.97 $11.46 $10.75 1606 Truck Driver,Single or Tandem Axle Dump Truck $11.33 $14.53 $11.95 $12.95 $11.68 $14.06 $12.62 $11.45 $12.28 $13.08 $11.68 $11.48 $11.10 1607 Truck Driver,Tandem Axle Tractor with Semi Trailer $12.49 $12.12 $12.50 $13.42 $12.81 $13.16. $12.86 $16.22 $12.50 $13.80 $12.27 $12.50 1441 Tunneling Machine Operator,Heavy 1442 Tunneling Machine Operator,Light 1706 Welder $14.02 $14.86 $15.97 .$13.74 $14.84 $13.78 1520 Work Zone Barricade Servicer $10.30 $12.88 $11.46 $11.70 $11.57 $11.85 $10.77 $11.68 $12.20 $11.22 $11.51 $12.96 $10.54 $11.67 $11.76 Notes: Any worker employed on this project shall be paid at the rate of one and one half(1-1/2)times the regular rate for every hour worked in excess of forty(40)hours per week. The titles and descriptions for the classifications listed here are further detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway,Heavy, Utilities,and Industrial Construction in Texas.AGC will make it available on its Web site for any contractor. N O TEXAS COUNTIES IDENTIFIED BY WAGE RATE ZONES: 7,8, 11, 12, 14, 16, 18, 34,35,37, 38,40, 41,54,56, 63 County Name Zone County Name Zone County Name Zone County Name Zone Anderson 38 Donley 54 Karnes 37 Reagan 54 Andrews 54 Duval 41 Kaufman 35 Real 54 Angelina 38 Eastland 54 Kendall 16 Red River 38 Aransas 40 Ector 7 Kenedy 41 Reeves 18 Archer 35 Edwards 18 Kent 54 Refugio 37 Armstrong 7 El Paso 34 Kerr 37 Roberts 54 Atascosa 16 Ellis 35 Kimble 54 Robertson 16 Austin 56 Erath 38 King 54 Rockwall 35 Bailey 54 Falls 38 Kinney 18 Runnels 54 Bandera 16 Fannin 38 Kleberg 37 Rusk 11 Bastrop 16 Fayette 37 Knox 54 Sabine 38 Baylor 54 Fisher 54 Lamar 38 San Augustine 38 Bee 37 Floyd 54 Lamb 54 San Jacinto 56 Bell 16 Foard 54 Lampasas 16 San Patricio 40 Bexar 16 Fort Bend 56 LaSalle 41 San Saba 54 Blanco 37 Franklin 38 Lavaca 37 Schleicher 54 Borden 54 Freestone 38 Lee 37 Scurry 54 Bosque 38 Frio 37 Leon 38 Shackelford 54 Bowie 11 Gaines 54 Liberty 56 Shelby 38 Brazoria 56 Galveston 56 Limestone 38 Sherman 54 Brazos 16 Garza 54 Lipscomb 54 Smith 11 Brewster 18 Gillespie 37 Live Oak 37 Somervell 38 Briscoe 54 Glasscock 54 Llano 37 Starr 41 Brooks 41 Goliad 40 Loving 54 Stephens 54 Brown 54 Gonzales 37 Lubbock 7 Sterling 54 Burleson 16 Gray 54 Lynn 54 Stonewall 54 Burnet 37 Grayson 35 Madison 38 Sutton 18 —77 Caldwell 16 Gregg 11 Marion 38 Swisher 54 Calhoun 40 Grimes 38 Martin 54 Tarrant 35 Callahan 35 Guadalupe 16 Mason 37 Taylor 7 Cameron 8 Hale 54 Matagorda 37 Terrell 18 Camp 38 Hall 54 Maverick 41 Terry 54 Carson 7 Hamilton 38 McCulloch 54 Throckmorton 54 Cass 38 Hansford 54 McLennan 16 Titus 38 Castro 54 Hardeman 54 McMullen 41 Tom Green 7 Chambers 56 Hardin 56 Medina 16 Travis 16 Cherokee 38 Harris 56 Menard 54 Trinity 38 Childress 54 Harrison 63 Midland 7 Tyler 38 Clay 35 Hartley 54 Milam 38 Upshur 11 Cochran 54 Haskell 54 Mills 54 Upton 54 Coke 54 Hays 16 Mitchell 54 Uvalde 41 Coleman 54 Hemphill 54 Montague 54 Val Verde 18 Collin 35 Henderson 38 Montgomery 56 Van Zandt 38 Collingsworth 54 Hidalgo 8 Moore 54 Victoria 14 Colorado 37 Hill 38 Morris 38 Walker 38 Comal 16 Hockley 54 Motley 54 Waller 56 Comanche 54 Hood 38 Nacogdoches 38 Ward 54 Concho 54 Hopkins 38 Navarro 38 Washington 38 Cooke 54 Houston 38 Newton 38 Webb 8 Coryell 16 Howard 54 Nolan 54 Wharton 37 Cottle 54 Hudspeth 18 Nueces 40 Wheeler 54 Crane 54 Hunt 35 Ochiltree 54 Wichita 12 Crockett 18 Hutchinson 54 Oldham 54 Wilbarger 54 Crosby 7 Trion 7 Orange 56 Willacy 41 Culberson 18 Jack 38 Palo Pinto 38 Williamson 16 Dallam 54 Jackson 37 Panola 38 Wilson 16 Dallas 35 Jasper 38 Parker 35 Winkler 54 Dawson 54 Jeff Davis 18 Parmer 54 Wise 35 Deaf Smith 54 Jefferson 56 Pecos 18 Wood 38 Delta 35 Jim Hogg 41 Polk 38 Yoakum 54 Denton 35 Jim Wells 37 Potter 7 Young 54 DeWitt 37 Johnson 35 Presidio 18 Zapata 41 Dickens 54 Jones 35 Rains 38 Zavala - 41 Dimmit 41 Randall 7 01-05-2018 202 CITY OF PEARLAND TXDOT LGPP REQUIREMENTS Section 00850-T TXDOT LOCAL GOVERNMENT PROJECT PROCEDURES REQUIREMENTS In addition to the City of Pearland standard contract documents,the following documents are required for projects receiving reimbursement from the U.S.Department of Transportation Federal Highway Commission and/or the Texas Department of Transportation. FHWA-1273 Required Contract Provisions Bidder Certification(1 page) Buy America Provision(2 pages) Buy America—Material Statement(1 page) Child Support Statement(1 page) Child Support Certification(1 page) Child Support Business Ownership Form(1 page) Contractor Acknowledgment of Stormwater Management Program (1 page) Contractor's Assurance(1 page) Debarment Certification (1 page) Differing Site Conditions (1 page) Disadvantaged Business Enterprises (DBE)Provisions (8 pages) Disadvantaged Business Enterprise Requirements (1 page) DBE Commitment Agreement Form(1 page) DBE Material& Supplier Commitment Agreement Form (1 page) DBE Substitution Request Form (1 page) DBE Commercially Useful Function Project Site Review(2 pages) DBE Trucking Credit Worksheet(1 page) DBE Good Faith Effort—Prime Contractor(2 pages) DBE Monthly Progress Report(1 page) DBE/SBE Prompt Payment Certification(1 page) DBE Prime Contractor Payments to Non-DBE Subcontractors (1 page) DBE Final Report(1 page) Equipment Rental Rates (2 pages) Lobbying Certification Forms (2 pages) Non-Collusion Statement(2 pages) Payroll Verification Information(1 page) Prison Produced Materials Provision(1 page) Railroad Insurance Provision(when work is in Railroad ROW)(2 pages) SBE Monthly Progress Report(1 page) TxDOT Certificate of Insurance—Form 1560 (2 pages) 3:1._01:1 NISFA5 203 FHWA-1273— Revised May 1,2012 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS I. General 3. A breach of any of the stipulations contained in these II. Nondiscrimination Required Contract Provisions may be sufficient grounds for III. Nonsegregated Facilities withholding of progress payments,withholding of final IV. Davis-Bacon and Related Act Provisions payment,termination of the contract,suspension 1 debarment V. Contract Work Hours and Safety Standards Act or any other action determined to be appropriate by the Provisions contracting agency and FHWA. VI. Subletting or Assigning the Contract VII. Safety:Accident Prevention 4. Selection of Labor:During the performance of this contract, VIII. False Statements Concerning Highway Projects the contractor shall not use convict labor for any purpose IX. Implementation of Clean Air Act and Federal Water within the limits of a construction project on a Federal-aid Pollution Control Act highway unless it is labor performed by convicts who are on X. Compliance with Govemmentwide Suspension and parole,supervised release,or probation. The term Federal-aid Debarment Requirements highway does not include roadways functionally classified as Xl. Certification Regarding Use of Contract Funds for local roads or rural minor collectors. Lobbying ATTACHMENTS II. NONDISCRIMINATION A.Employment and Materials Preference for Appalachian The provisions of this section related to 23 CFR Part 230 are Development Highway System or Appalachian Local Access applicable to all Federal-aid construction contracts and to all Road Contracts(included In Appalachian contracts only) related construction subcontracts of$10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply,engineering,or architectural service contracts. I. GENERAL In addition,the contractor and all subcontractors must comply 1. Form FHWA-1273 must be physically incorporated in each with the following policies:Executive Order 11246,41 CFR 60, construction contract funded under Title 23(excluding 29 CFR 1625-1627,Title 23 USC Section 140,the emergency contracts solely Intended for debris removal). The Rehabilitation Act of 1973,as amended(29 USC 794),Title VI contractor(or subcontractor)must insert this form in each of the Civil Rights Act of 1964,as amended,and related subcontract and further require its inclusion in all lower tier regulations Including 49 CFR Parts 21,26 and 27;and 23 CFR subcontracts(excluding purchase orders,rental agreements Parts 200,230,and 633. and other agreements for supplies or services). The contractor and all subcontractors must comply with: the The applicable requirements of Form FHWA-1273 are requirements of the Equal Opportunity Clause in 41 CFR 60- incorporated by reference for work done under any purchase 1.4(b)and,for all construction contracts exceeding$10,000, order,rental agreement or agreement for other services. The the Standard Federal Equal Employment Opportunity prime contractor shall be responsible for compliance by any Construction Contract Specifications in 41 CFR 60-4.3. subcontractor,lower-tier subcontractor or service provider. Note:The U.S.Department of Labor has exclusive authority to Form FHWA-1273 must be included in all Federal-aid design- determine compliance with Executive Order 11246 and the build contracts,in all subcontracts and in lower tier policies of the Secretary of Labor Including 41 CFR 60,and 29 subcontracts(excluding subcontracts for design services, CFR 1625-1627. The contracting agency and the FHWA have purchase orders,rental agreements and other agreements for the authority and the responsibility to ensure compliance with supplies or services). The design-builder shall be responsible Title 23 USC Section 140,the Rehabilitation Act of 1973,as for compliance by any subcontractor,lower-tier subcontractor amended(29 USC 794),and Title VI of the Civil Rights Act of or service provider. 1964,as amended,and related regulations including 49 CFR Parts 21,26 and 27;and 23 CFR Parts 200,230,and 633. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents,however,the The following provision is adopted from 23 CFR 230,Appendix Form FHWA-1273 must be physically incorporated(not A,with appropriate revisions to conform to the U.S. referenced)in all contracts,subcontracts and lower-tier Department of Labor(US DOL)and FHWA requirements. subcontracts(excluding purchase orders,rental agreements and other agreements for supplies or services related to a 1.Equal Employment Opportunity:Equal employment construction contract). opportunity(EEO)requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth 2. Subject to the applicability criteria noted in the following under laws,executive orders,rules,regulations(28 CFR 35, sections,these contract provisions shall apply to all work 29 CFR 1630,29 CFR 1625-1627,41 CFR 60 and 49 CFR 27) performed on the contract by the contractors own organization and orders of the Secretary of Labor as modified by the and with the assistance of workers under the contractor's provisions prescribed herein,and imposed pursuant to 23 immediate superintendence and to all work performed on the U.S.C.140 shall constitute the EEO and specific affirmative contract by piecework,station work,or by subcontract. action standards for the contractor's project activities under 1 3-2016 00850-T-2 of 57 204 this contract.The provisions of the Americans with Disabilities 4.Recruitment:When advertising for employees,the Act of 1990(42 U.S.C.12101 et seq.)set forth under 28 CFR contractor will include in all advertisements for employees the 35 and 29 CFR 1630 are incorporated by reference in this notation:"An Equal Opportunity Employer." All such contract.In the execution of this contract,the contractor advertisements will be placed in publications having a large agrees to comply with the following minimum specific circulation among minorities and women in the area from requirement activities of EEO: which the project work force would normally be derived. a.The contractor will work with the contracting agency and a. The contractor will,unless precluded by a valid the Federal Government to ensure that it has made every bargaining agreement,conduct systematic and direct good faith effort to provide equal opportunity with respect to all recruitment through public and private employee referral of its terms and conditions of employment and in their review sources likely to yield qualified minorities and women. To of activities under the contract. meet this requirement,the contractor will identify sources of potential minority group employees,and establish with such b.The contractor will accept as its operating policy the identified sources procedures whereby minority and women following statement: applicants may be referred to the contractor for employment consideration. "It is the policy of this Company to assure that applicants are employed,and that employees are treated during b. In the event the contractor has a valid bargaining employment,without regard to their race,religion,sex,color, agreement providing for exclusive hiring hall referrals,the national origin,age or disability. Such action shall include: contractor Is expected to observe the provisions of that employment,upgrading,demotion,or transfer,recruitment or agreement to the extent that the system meets the contractor's recruitment advertising;layoff or termination;rates of pay or compliance with EEO contract provisions. Where other forms of compensation;and selection for training, implementation of such an agreement has the effect of including apprenticeship,pre-apprenticeship,and/or on-the- discriminating against minorities or women,or obligates the job training." contractor to do the same,such implementation violates Federal nondiscrimination provisions. 2. EEO Officer:The contractor will designate and make known to the contracting officers an EEO Officer who will have c. The contractor will encourage its present employees to the responsibility for and must be capable of effectively refer minorities and women as applicants for employment. administeringand promoting an active EEO program and who Information and procedures with regard to referring such must be assigned adequate authority and responsibility to do applicants will be discussed with employees. so. 5.Personnel Actions:Wages,working conditions,and 3. Dissemination of Policy:All members of the contractor's employee benefits shall be established and administered,and staff who are authorized to hire,supervise,promote,and personnel actions of every type,Including hiring,upgrading, discharge employees,or who recommend such action,or who promotion,transfer,demotion,layoff,and termination,shall be are substantially involved in such action,will be made fully taken without regard to race,color,religion,sex,national cognizant of,and will implement,the contractor's EEO policy origin,age or disability. The following procedures shall be and contractual responsibilities to provide EEO in each grade followed: and classification of employment To ensure that the above agreement will be met,the following actions will be taken as a a. The contractor will conduct periodic inspections of project minimum: sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site a, Periodic meetings of supervisory and personnel office personnel. employees will be conducted before the start of work and then not less often than once every six months,at which time the b. The contractor will periodically evaluate the spread of contractor's EEO policy and its implementation will be wages paid within each classification to determine any reviewed and explained. The meetings will be conducted by evidence of discriminatory wage practices. the EEO Officer. c. The contractor will periodically review selected personnel b. All new supervisory or personnel office employees will be actions in depth to determine whether there is evidence of given a thorough indoctrination by the EEO Officer,covering discrimination. Where evidence is found,the contractor will all major aspects of the contractor's EEO obligations within promptly take corrective action. if the review indicates that the thirty days following their reporting for duty with the contractor. discrimination may extend beyond the actions reviewed,such corrective action shall include all affected persons. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the d. The contractor will promptly investigate all complaints of contractor's procedures for locating and hiring minorities and alleged discrimination made to the contractor in connection women. with its obligations under this contract,will attempt to resolve such complaints,and will take appropriate corrective action d. Notices and posters setting forth the contractor's EEO within a reasonable time. If the investigation Indicates that the policy will be placed in areas readily accessible to employees, discrimination may affect persons other than the complainant, applicants for employment and potential employees. such corrective action shall include such other persons. Upon completion of each investigation,the contractor will inform e. The contractor's EEO policy and the procedures to every complainant of all of their avenues of appeal. Implement such policy will be brought to the attention of employees by means of meetings,employee handbooks,or 6.Training and Promotion: other appropriate means. a. The contractor will assist in locating,qualifying,and increasing the skills of minorities and women who are • 2 3-2016 00850-T-3 of 57 205 applicants for employment or current employees. Such efforts with the requirements fog and comply with the Americans with should be aimed at developing full journey level status Disabilities Act and all rules and regulations established there employees in the type of trade or job classification involved. under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an b. Consistent with the contractor's work force requirements undue hardship. and as permissible under Federal and State regulations,the contractor shall make full use of training programs,i.e., 9.Selection of Subcontractors,Procurement of Materials apprenticeship,and on-the-job training programs for the and Leasing of Equipment:The contractor shall not geographical area of contract performance. In the event a discriminate on the grounds of race,color,religion,sex, special provision for training is provided under this contract, national origin,age or disability in the selection and retention this subparagraph will be superseded as indicated In the of subcontractors,including procurement of materials and special provision. The contracting agency may reserve leases of equipment. The contractor shall take all necessary training positions for persons who receive welfare assistance and reasonable steps to ensure nondiscrimination in the in accordance with 23 U.S.C.140(a). administration of this contract. c. The contractor will advise employees and applicants for a. The contractor shall notify all potential subcontractors and employment of available training programs and entrance suppliers and lessors of their EEO obligations under this requirements for each. contract. d. The contractor will periodically review the training and b. The contractor will use good faith efforts to ensure promotion potential of employees who are minorities and subcontractor compliance with their EEO obligations. women and will encourage eligible employees to apply for such training and promotion. 10.Assurance Required by 49 CFR 26.13(b): 7.Unions:If the contractor relies in whole or in part upon unions as a source of employees,the contractor will use good a. The requirements of 49 CFR Part 26 and the State faith efforts to obtain the cooperation of such unions to DOT's U.S.DOT-approved DBE program are incorporated by increase opportunities for minorities and women. Actions by reference. the contractor,either directly or through a contractor's association acting as agent,will include the procedures set b. The contractor or subcontractor shall not discriminate on forth below: the basis of race,color,national origin,or sex in the performance of this contract. The contractor shall carry out a. The contractor will use good faith efforts to develop,in applicable requirements of 49 CFR Part 26 in the award and cooperation with the unions,joint training programs aimed administration of DOT-assisted contracts. Failure by the toward qualifying more minorities and women for membership contractor to carry out these requirements is a material breach in the unions and increasing the skills of minorities and women of this contract,which may result in the termination of this so that they may qualify for higher paying employment. contract or such other remedy as the contracting agency deems appropriate. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such 11.Records and Reports:The contractor shall keep such union will be contractually bound to refer applicants without records as necessary to document compliance with the EEO regard to their race,color,religion,sex,national origin,age or requirements. Such records shall be retained for a period of disability. three years following the date of the final payment to the contractor for all contract work and shall be available at c. The contractor is to obtain information as to the referral reasonable times and places for inspection by authorized practices and policies of the labor union except that to the representatives of the contracting agency and the FHWA. extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such a. The records kept by the contractor shall document the information to the contractor,the contractor shall so certify to following: the contracting agency and shall set forth what efforts have been made to obtain such information. (1)The number and work hours of minority and non- minority group members and women employed in each work • d. In the event the union is unable to provide the contractor classification on the project; with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement,the contractor will, (2)The progress and efforts being made in cooperation through independent recruitment efforts,fill the employment with unions,when applicable,to increase employment vacancies without regard to race,color,religion,sex,national opportunities for minorities and women;and origin,age or disability;making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union (3)The progress and efforts being made in locating,hiring, to provide sufficient referrals(even though it is obligated to training,qualifying,and upgrading minorities and women; provide exclusive referrals under the terms of a collective bargaining agreement)does not relieve the contractor from the b. The contractors and subcontractors will submit an annual requirements of this paragraph. In the event the union referral report to the contracting agency each July for the duration of practice prevents the contractor from meeting the obligations the project,indicating the number of minority,women,and pursuant to Executive Order 11246,as amended,and these non-minority group employees currently engaged in each work special provisions,such contractor shall immediately notify the classification required by the contract work. This information is contracting agency. to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of 8. Reasonable Accommodation for Applicants f the last payroll period preceding the end of July. If on-the-job Employees with Disabilities: The contractor must be familiar training is being required by special provision,the contractor • 3 3-2016 00850-T-4 of 57 206 7Th will be required to collect and report training data. The of paragraph 1.d.of this section;also,regular contributions employment data should reflect the work force on board during made or costs incurred for more than a weekly period(but not all or any part of the last payroll period preceding the end of less often than quarterly)under plans,funds,or programs July. which cover the particular weekly period,are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate III.NONSEGREGATED FACILITIES wage rate and fringe benefits on the wage determination for the classification of work actually performed,without regard to This provision is applicable to all Federal-aid construction skill,except as provided in 29 CFR 5.5(a)(4).Laborers or contracts and to all related construction subcontracts of mechanics performing work in more than one classification $10,000 or more. may be compensated at the rate specified for each classification for the time actually worked therein:Provided, The contractor must ensure that facilities provided for That the employer's payroll records accurately set forth the employees are provided in such a manner that segregation on time spent in each classification in which work is performed. the basis of race,color,religion,sex,or national origin cannot The wage determination(including any additional classification result. The contractor may neither require such segregated and wage rates conformed under paragraph 1.b.of this use by written or oral policies nor tolerate such use by section)and the Davis-Bacon poster(WH-1321)shall be employee custom. The contractor's obligation extends further" posted at all times by the contractor and its subcontractors at to ensure that:its employees are not assigned to perform their the site of the work in a prominent and accessible place where services at any location,under the contractor's control,where it can be easily seen by the workers. the facilities are segregated. The term"facilities"includes waiting rooms,work areas,restaurants and other eating areas, b.(1)The contracting officer shall require that any class of time clocks,restrooms,washrooms,locker rooms,and other laborers or mechanics,including helpers,which is not listed in storage or dressing areas,parking lots,drinking fountains, the wage determination and which is to be employed under the recreation or entertainment areas,transportation,and housing contract shall be classified in conformance with the wage provided for employees. The contractor shall provide separate determination.The contracting officer shall approve an or single user restrooms and necessary dressing or sleeping additional classification and wage rate and fringe benefits areas to assure privacy between sexes. therefore only when the following criteria have been met: IV. DAVIS-BACON AND RELATED ACT PROVISIONS (i)The work to be performed by the classification requested is not performed by a classification in the wage - This section is applicable to all Federal-aid construction determination;and } projects exceeding$2,000 and to all related subcontracts and lower-tier subcontracts(regardless of subcontract size). The (ii)The classification is utilized in the area by the requirements apply to all projects located within the right-of- construction industry;and way of a roadway that is functionally classified as Federal-aid highway. This excludes roadways functionally classified as local roads or rural minor collectors,which are exempt.- (iii)The proposed wage rate,Including any bona fide Contracting agencies may elect to apply these requirements to fringe benefits,bears a reasonable relationship to the other projects, wage rates contained in the wage determination. The following provisions are from the U.S.Department of (2)If the contractor and the laborers and mechanics to be Labor regulations in 29 CFR 5.5"Contract provisions and employed in the classification(if known),or their related matters"with minor revisions to conform to the FHWA- representatives,and the contracting officer agree on the 1273 format and FHWA program requirements. classification and wage rate(including the amount designated for fringe benefits where appropriate),a report of the action taken shall be sent by the contracting officer to the 1. Minimum wages Administrator of the Wage and Hour Division,Employment Standards Administration,U.S.Department of Labor, a. All laborers and mechanics employed or working upon Washington,DC 20210.The Administrator,or an authorized the site of the work,will be paid unconditionally and not less representative,will approve,modify,or disapprove every additional classification often than once a week,and without subsequent deduction or action within 30 days of receipt and rebate on any account(except such payroll deductions as are so advise the contracting officer orwiii notify the contracting permitted by regulations issued by the Secretary of Labor officer within the 30 day period that additional time is under the Copeland Act(29 CFR part 3)),the full amount of necessary. wages and bona fide fringe benefits(or cash equivalents thereof)due at time of payment computed at rates not less (3)In the event the contractor,the laborers or mechanics than those contained in the wage determination of the to be employed in the classification or their representatives, Secretary of Labor which is attached hereto and made a part and the contracting officer do not agree on the proposed hereof,regardless of any contractual relationship which may classification and wage rate(including the amount be alleged to exist between the contractor and such laborers designated for fringe benefits,where appropriate),the and mechanics. contracting officer shall refer the questions,including the views of all interested parties and the recommendation of the Contributions made or costs reasonably anticipated far bona contracting officer,to the Wage and Hour Administrator for fide fringe benefits under section 1(b)(2)of the Davis-Bacon determination.The Wage and Hour Administrator,or an Act on behalf of laborers or mechanics are considered wages authorized representative,will issue a determination within 30 paid to such laborers or mechanics,subject to the provisions days of receipt and so advise the contracting officer or 4 3-2016 00850-T-5 of 57 207 will notify the contracting officer within the 30-day period that Bacon Act,the contractor shall maintain records which show additional time is necessary. that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible,and that the plan or program has been communicated in writing to the (4)The wage rate(Including fringe benefits where laborers or mechanics affected,and records which show the appropriate)determined pursuant to paragraphs 1.b.(2)or costs anticipated or the actual cost Incurred in providing such 1.b.(3)of this section,shall be paid to all workers performing benefits.Contractors employing apprentices or trainees under work in the classification under this contract from the first approved programs shall maintain written evidence of the day on which work is performed in the classification. registration of apprenticeship programs and certification of trainee programs,the registration of the apprentices and c.Whenever the minimum wage rate prescribed in the trainees,and the ratios and wage rates prescribed In the contract for a class of laborers or mechanics includes a fringe applicable programs. benefit which is not expressed as an hourly rate,the contractor shall either pay the benefit as stated in the wage determination b.(1)The contractor shall submit weekly for each week in or shall pay another bona fide fringe benefit or an hourly cash which any contract work is performed a copy of all payrolls to equivalent thereof. the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be d.If the contractor does not make payments to a trustee or maintained under 29 CFR 5.5(a)(3)(i),except that full social other third person,the contractor may consider as part of the security numbers and home addresses shall not be included wages of any laborer or mechanic the amount of any costs on weekly transmittals.Instead the payrolls shall only need to reasonably anticipated in providing bona fide fringe benefits include an individually identifying number for each employee under a plan or program,Provided,That the Secretary of e.g.,the last four digits of the employee's social security Labor has found,upon the written request of the contractor, number).The required weekly payroll information may be that the applicable standards of the Davis-Bacon Act have submitted In any form desired.Optional Form WH-347 Is been met The Secretary of Labor may require the contractor available for this purpose from the Wage and Hour Division to set aside in a separate account assets for the meeting of Web site at http://www.dol.gov/esaiwhdiforms/wh347instr.htm obligations under the plan or program. or its successor site.The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. 2. Withholding Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency The contracting agency shall upon its own action or upon for transmission to the State DOT,the FHWA or the Wage and written request of an authorized representative of the Hour Division of the Department of Labor for purposes of an Department of Labor,withhold or cause to be withheld from investigation or audit of compliance with prevailing wage the contractor under this contract,or any other Federal requirements.It is not a violation of this section for a prime contract with the same prime contractor,or any other federally- contractor to require a subcontractor to provide addresses and assisted contract subject to Davis-Bacon prevailing wage social security numbers to the prime contractor for its own requirements,which is held by the same prime contractor,so records,without weekly submission to the contracting agency.. much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, (2)Each payroll submitted shall be accompanied by a including apprentices,trainees,and helpers,employed by the "Statement of Compliance,"signed by the contractor or contractor or any subcontractor the full amount of wages subcontractor or his or her agent who pays or supervises the required by the contract. In the event of failure to pay any payment of the persons employed under the contract and shall laborer or mechanic,including any apprentice,trainee,or certify the following: helper,employed or working on the site of the work,all or part of the wages required by the contract,the contracting agency may,after written notice to the contractor,take such action as (i)That the payroll for the payroll period contains the may be necessary to cause the suspension of any further information required to be provided under§5.5(a)(3)(ii)of payment,advance,or guarantee of funds until such violations Regulations,29 CFR part 5,the appropriate information is have ceased. being maintained under§5.5(a)(3)(1)of Regulations,29 CFR part 5,and that such information is correct and 3. Payrolls and basic records complete; a. Payrolls and basic records relating thereto shall be (ii)That each laborer or mechanic(including each maintained by the contractor during the course of the work and during theaeprayroll and trainee)employed full the contract during payroll period has been paid the full weekly preserved for a period of three years thereafter for all laborers wages earned,without rebate,either directly or indirectly, and mechanics working at the site of the work.Such records and that no deductions have been made either directly or shall contain the name,address,and social security number of indirectly from the full wages earned,other than each such worker,his or her correct classification,hourly rates permissible deductions as set forth in Regulations,29 CFR of wages paid(including rates of contributions or costs part 3; anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B)of the Davis-Bacon Act),daily and weekly number of hours worked, (iii)That each laborer or mechanic has been paid not deductions made and actual wages paid.Whenever the less than the applicable wage rates and fringe benefits or Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv)that cash equivalents for the classification of work performed, the wages of any laborer or mechanic include the amount of as specified in the applicable wage determination any costs reasonably anticipated in providing benefits under a incorporated into the contract. plan or program described in section 1(b)(2)(B)of the Davis- • 5 3-2016 00850-T-6 of 57 208 /T (3)The weekly submission of a properly executed rate specified in the applicable wage determination. certification set forth on the reverse side of Optional Form Apprentices shall be paid fringe benefits in accordance with WH-347 shall satisfy the requirement for submission of the the provisions of the apprenticeship program.If the "Statement of Compliance"required by paragraph 3.b.(2)of apprenticeship program does not specify fringe benefits, this section. apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable (4)The falsification of any of the above certifications may classification.If the Administrator determines that a different practice prevails for the applicable apprentice subject the contractor or subcontractor to civil or criminal classification, prosecution under section 1001 of title 18 and section 231 of fringes shall be paid in accordance with that determination. title 31 of the United States Code. In the event the Office of Apprenticeship Training,Employer c.The contractor or subcontractor shall make the records and Labor Services,or a State Apprenticeship Agency. required under paragraph 3.a.of this section available for recognized by the Office,withdraws approval of an apprenticeship program,the contractor will no longer be inspection,copying,or transcription by authorized representatives of the contracting agency,the State DOT,the permitted to utilizert apprenticesr ther performedt less than thenapplicable FI-IWA, or the Department of Labor,and shall permit such predetermined rate for work until an acceptable representatives to interview employees during working hours program is approved. on the job.If the contractor or subcontractor fails to submit the required records or to make them available,the FHWA may, b.Trainees(programs of the USDOL). after written notice to the contractor,the contracting agency or the State DOT,take such action as may be necessary to Except as provided in 29.CFR 5.16,trainees will not be cause the suspension of any further payment,advance,or permitted to work at less than the predetermined rate for the guarantee of funds.Furthermore,failure to submit the required work performed unless they are employed pursuant to and records upon request or to make such records available may individually registered in a program which has received prior be grounds for debarment action pursuant to 29 CFR 5.12. approval,evidenced by formal certification by the U.S. 'Department of Labor,Employment and Training 4. Apprentices and trainees Administration. a.Apprentices(programs of the USDOL). The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Apprentices will be permitted to work at less than the Employment and Training Administration. \ti predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide Every trainee must be paid at not less than the rate specified apprenticeship program registered with the U.S.Department of in the approved program for the trainee's level of progress, Labor,Employment and Training Administration,Office of expressed as a percentage of the journeyman hourly rate Apprenticeship Training,Employer and Labor Services,or with specified in the applicable wage determination.Trainees shall a State Apprenticeship Agency recognized by the Office,or if a be paid fringe benefits in accordance with the provisions of the person is employed in his or her first 90 days of probationary trainee program.lithe trainee program does not mention employment as an apprentice in such an apprenticeship fringe benefds,trainees shall be paid the full amount of fringe program,who is not individually registered in the program,but benefits listed on the wage determination unless the who has been certified by the Office of Apprenticeship Administrator of the Wage and Hour Division determines that Training,Employer and Labor Services or a State there is an apprenticeship program associated with the Apprenticeship Agency(where appropriate)to be eligible for corresponding journeyman wage rate on the wage probationary employment as an apprentice. determination which provides for less than full fringe benefits for apprentices.Any employee listed on the payroll at a trainee The allowable ratio of apprentices to journeymen on the job rate who is not registered and participating in a training plan site in any craft classification shall not be greater than the ratio approved tbless the thaEmn them ppt and a wage i geg to on Administration wageag shall permitted to the contractor as to the entire work force under bedpaidri not r the classification applicable of workorate actually the the registered program.Any worker listed on a payroll at an In addition, anyfor the a performing work hejob stein ed. apprentice wage rate,who is not registered or otherwise excess o t trainee and gin the job site employed as stated above,shall be paid not less than the llbepaidf the ratioless than permitted t under the registered program othe applicable wage rate on the wage determination for the shall not than tw o actuallye wage rate an the classification of work actually performed.In addition,any wage determination for the work actually performed. apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not in the event the Employment and Training Administration less than the applicable wage rate on the wage determination withdraws approval of a training program,the contractor will no for the work actually performed.Where a contractor is longer be permitted to utilize trainees at less than the performing construction on a project in a locality other than applicable predetermined rate for the work performed until an that In which its program is registered,the ratios and wage acceptable program is approved. rates(expressed in percentages of the journeyman's hourly rate)specified in the contractor's or subcontractor's registered c.Equal employment opportunity.The utilization of program shall be observed. apprentices,trainees and journeymen under this part shall be in conformity with the equal employment opportunity Every apprentice must be paid at not less than the rate requirements of Executive Order 11246,as amended,and 29 specified in the registered program for the apprentice's level of CFR part 30. progress,expressed as a percentage of the journeymen hourly 6 3-2016 00850-T-7 of 57 209 d. Apprentices and Trainees(programs of the U.S.DOT). Apprentices and trainees working under apprenticeship and S. CONTRACT WORK HOURS AND SAFETY skill training programs which have been certified by the STANDARDS ACT Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not The following clauses apply to any Federal-aid construction subject to the requirements of paragraph 4 of this Section IV. contract in an amount in excess of$100,000 and subject to the The straight time hourly wage rates for apprentices and overtime provisions of the Contract Work Hours and Safety trainees under such programs will be established by the Standards Act.These clauses shall be inserted in addition to particular programs.The ratio of apprentices and trainees to the clauses required by 29 CFR 5.5(a)or 29 CFR 4.6.As journeymen shall not be greater than permitted by the terms of used in this paragraph,the terms laborers and mechanics the particular program. include watchmen and guards. 5.Compliance with Copeland Act requirements. The 1.Overtime requirements. No contractor or subcontractor contractor shall comply with the requirements of 29 CFR part contracting for any part of the contract work which may require 3,which are incorporated by reference in this contract or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any 6.Subcontracts. The contractor or subcontractor shall insert workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such Form FHWA-1273 in any subcontracts and'also require the subcontractorslaborer or mechanic receives compensation at a rate not less to include Form FHWA-1273 in any lower tier subcontracts.The prime contractor shall be responsible for the than one and one-halfsofo ty ho the basic rate kopay for all hours compliance by any subcontractor or lower tier subcontractor worked in excess of forty hours in such workweek. with all the contract clauses in 29 CFR 5.5. 2.Violation;liability for unpaid wages;liquidated 7.Contract termination:debarment A breach of the damages. In the event of any violation of the clause set forth contract clauses in 29 CFR 5.5 may be grounds for•termination in paragraph(1.)of this section,the contractor and any of the contract,and for debarment as a contractor and a subcontractor responsible therefor shall be liable for the subcontractor as provided in 29 CFR 5.12. unpaid wages.In addition,such contractor and subcontractor shall be liable to the United States(in the case of work done under contract for the District of Columbia or a territory,to such 8.Compliance with Davis-Bacon and Related Act District or to such territory),for liquidated damages.Such requirements. All rulings and interpretations of the Davis- liquidated damages shall be computed with respect to each Bacon and Related Acts contained in 29 CFR parts 1,3,and 5 individual laborer or mechanic,including watchmen and are herein incorporated by reference in this contract. guards,employed in violation of the clause set forth in paragraph(1.)of this section,in the sum of$10 for each 9.Disputes concerning labor standards.Disputes arising calendar day on which such individual was required or out. of the labor nce ning provisions tan af this contracDisputes shall not permitted to work in excess of the standard workweek of forty be subject to the general disputes clause of this contract.Such hours set forth payment iparagraph the overtime wages required by the disputes shall be resolved in accordance with the procedures clause set forth in (1.)of this section. of the Department of Labor set forth in 29 CFR parts 5,6,and 7.Disputes within the meaning of this clause include disputes 3.Withholding for unpaid wages and liquidated damages. between the contractor(or any of its subcontractors)and the The FHWA or the contacting agency shall upon its own action contracting agency,the U.S.Department of Labor,or the or upon written request of an authorized representative of the employees or their representatives. Department of Labor withhold or cause to be withheld,from any moneys payable on account of work performed by the 10.Certification of eligibility. contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor,or any other federally-assisted contract subject to the Contract Work a.By entering into this contract,the contractor certifies that Hours and Safety Standards Act,which is held by the same neither it(nor he or she)nor any person or firm who has an prime contractor,such sums as may be determined to be interest in the contractor's firm is a person or firm ineligible to necessary to satisfy any liabilities of such contractor or be awarded Government contracts by virtue of section 3(a)of subcontractor for unpaid wages and liquidated damages as the Davis-Bacon Act or 29 CFR 5.12(a)(1). provided in the clause set forth in paragraph(2.)of this section. b.No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue 4.Subcontracts. The contractor or subcontractor shall insert of section 3(a)of the Davis-Bacon Act or 29 CFR 5.12(a)(1). in any subcontracts the clauses set forth in paragraph(1.) through(4.)of this section and also a clause requiring the c.The penalty for making false statements is prescribed in the subcontractors to include these clauses in any lower tier U.S. pCrienalty fCor 8 U.S.C.1 subcontracts.The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs(1.)through(4.)of this section. 7 3-2016 00850-T-8 of 57 210 • 1 evidenced in writing and that it contains all pertinent provisions VI.SUBLETTING OR ASSIGNING THE CONTRACT and requirements of the prime contract. This provision is applicable to all Federal-aid construction 5.The 30%self-performance requirement of paragraph(1)is contracts on the National Highway System. not applicable to design-build contracts;however,contracting agencies may establish their own self-performance 1.The contractor shall perform with its own organization requirements. contract work amounting to not less than 30 percent(or a . greater percentage if specified elsewhere in the contract)of the total original contract price,excluding any specialty items VII.SAFETY:ACCIDENT PREVENTION designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such T h i s p r o v i s i o n i s applicable to all Federal-aid specialty items performed may be deducted from the total construction contracts and to all related subcontracts. original contract price before computing the amount of work required to be performed by the contractor's own organization 1. in the performance of this contract the contractor shall (23 CFR 635.116). comply with all applicable Federal,State,and local laws governing safety,health,and sanitation(23 CFR 635).The a. The term"perform work with its own organization"refers contractor shall provide all safeguards,safety devices and to workers employed or leased by the prime contractor,and protective equipment and take any other,needed actions as it equipment owned or rented by the prime contractor,with or determines,or as the contracting officer may determine,to be without operators. Such term does not include employees or reasonably necessary to protect the life and health of equipment of a subcontractor or lower tier subcontractor, employees on the Job and the safety of the public and to agents of the prime contractor,or any other assignees. The protect property in connection with the performance of the term may include payments for the costs of hiring leased work covered by the contract. employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased 2. It is a condition of this contract,and shall be made a employees may only be included in this term if the prime condition of each subcontract,which the contractor enters into contractor meets all of the following conditions: pursuant to this contract,that the contractor and any subcontractor shall not permit any employee,in performance (1)the prime contractor maintains control over the of the contract,to work in surroundings or Under conditions supervision of the day-to-day activities of the leased which are unsanitary,hazardous or dangerous to his/her employees; health or safety,as determined under construction safety and (2)the prime contractor remains responsible for the quality health standards(29 CFR 1926)promulgated by the Secretary of the work of the leased employees; of Labor,In accordance with Section 107 of the Contract Work (3)the prime contractor retains all power to accept or Hours and Safety Standards Act(40 U.S.C.3704). exclude individual employees from work on the project;and (4)the prime contractor remains ultimately responsible for 3.Pursuant to 29 CFR 1926.3,it is a condition of this contract the payment of predetermined minimum wages,the that the Secretary of Labor or authorized representative submission of payrolls,statements of compliance and all thereof,shall have right of entry to any site of contract other Federal regulatory requirements. performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry b."Specialty Items"shall be construed to be limited to work out the duties of the Secretary under Section 107 of the that requires highly specialized knowledge,abilities,or Contract Work Hours and Safety Standards Act(40 equipment not ordinarily available in the type of contracting U.S.C.3704). organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. VIII.FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS 2.The contract amount upon which the requirements set forth in paragraph(1)of Section VI is computed includes the cost of T h i s p r o v i s i o n i s applicable to all Federal-aid material and manufactured products which are to be construction contracts and to all related subcontracts. purchased or produced by the contractor under the contract provisions. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high 3.The contractor shall furnish(a)a competent superintendent degree of reliability on statements and representations made or supervisor who is employed by the firm,has full authority to by engineers,contractors,suppliers,and workers on Federal- direct performance of the work in accordance with the contract aid highway projects,it is essential that all persons concerned requirements,and is in charge of all construction operations with the project perform their functions as carefully,thoroughly, (regardless of who performs the work)and(b)such other of its and honestly as possible. Willful falsification,distortion,or own organizational resources(supervision,management,and misrepresentation with respect to any facts related to the engineering services)as the contracting officer determines is project is a violation of Federal law. To prevent any necessary to assure the performance of the contract. misunderstanding regarding the seriousness of these and similar acts,Form FHWA-1022 shall be posted on each 4.No portion of the contract shall be sublet,assigned or Federal-aid highway project(23 CFR 635)in one or more otherwise disposed of except with the written consent of the places where it is readily available to all persons concerned contracting officer,or authorized representative,and such with the project: consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the\ 18 U.S.C.1020 reads as follows: contracting agency has assured that each subcontract is i 8 / 3-2016 00850-T-9 of 57 211 "Whoever,being an officer,agent,or employee of the United covered transaction.The prospective first tier participant shall States,or of any State or Territory,or whoever,whether a submit an explanation of why it cannot provide the certification person,association,firm,or corporation,knowingly makes any set out below.The certification or explanation will be false statement,false representation,or false report as to the considered in connection with the department or agency's character,quality,quantity,or cost of the material used or to determination whether to enter into this transaction.However, be used,or the quantity or quality of the work performed or to failure of the prospective first tier participant to furnish a be performed,or the cost thereof in connection with the certification or an explanation shall disqualify such a person submission of plans,maps,specifications,contracts,or costs from participation in this transaction. of construction on any highway or related project submitted for approval to the Secretary of Transportation;or c.The certification in this clause is a material representation of fact upon which reliance was placed when the contracting Whoever knowingly makes any false statement,false agency determined to enter into this transaction.If it is later representation,false report or false claim with respect to the determined that the prospective participant knowingly rendered character,quality,quantity,or cost of any work performed or to an erroneous certification,in addition to other remedies be performed,or materials furnished or to be furnished,in available to the Federal Government,the contracting agency connection with the construction of any highway or related may terminate this transaction for cause of default project approved by the Secretary of Transportation;or d.The prospective first tier participant shall provide Whoever knowingly makes any false statement or false Immediate written notice to the contracting agency to whom representation as to material fact in any statement,certificate, this proposal is submitted if any time the prospective first tier or report submitted pursuant to provisions of the Federal-aid participant learns that its certification was erroneous when Roads Act approved July 1,1916,(39 Stat.355),as amended submitted or has become erroneous by reason of changed and supplemented; circumstances. Shall be fined under this title or imprisoned not more than 5 e.The terms"covered transaction,""debarred," years or both? "suspended,""ineligible,""participant,""person," "principal," and"voluntarily excluded,".as used in this clause,are defined in 2 CFR Parts 180 and 1200. "First Tier Covered IX.IMPLEMENTATION OF CLEAN AiR ACT AND FEDERAL Transactions"refers to any covered transaction between a WATER POLLUTION CONTROL ACT grantee or subgrantee of Federal funds and a participant(such as the prime or general contract). °Lower Tier Covered This provision is applicable to all Federal-aid construction Transactions"refers to any covered transaction under a First contracts and to all related subcontracts. Tier Covered Transaction(such as subcontracts). "First Tier Participant"refers to the participant who has entered into a By submission of this bid/proposal or the execution of this covered transaction with a grantee or subgrantee of Federal contract,or subcontract,as appropriate,the bidder,proposer, funds(such as the prime or general contractor). "Lower Tier Federal-aid construction contractor,or subcontractor,as Participant"refers any participant who has entered into a appropriate,will be deemed to have stipulated as follows: covered transaction with a First Tier Participant or other Lower Tier Participants(such as subcontractors and suppliers). 1.That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an f.The prospective first tier participant agrees by submitting award due to a violation of Section 508 of the Clean Water Act this proposal that,should the proposed covered transaction be or Section 306 of the Clean Air Act. entered into,it shall not knowingly enter into any lower tier 2.That the contractor agrees to include or cause to be covered transaction with a person who is debarred, included the requirements of paragraph(1)of this Section X in suspended,declared ineligible,or voluntarily excluded from every subcontract,and further agrees to take such action as participation in this covered transaction,unless authorized by the contracting agency may direct as a means of enforcing the department or agency entering into this transaction. such requirements. g.The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled X.CERTIFICATION REGARDING DEBARMENT, "Certification Regarding Debarment,Suspension,Ineligibility SUSPENSION,INELIGIBILITY AND VOLUNTARY and Voluntary Exclusion-Lower Tier Covered Transactions," EXCLUSION provided by the department or contracting agency,entering into this covered transaction,without modification,in all lower This provision is applicable to all Federal-aid construction tier covered transactions and in all solicitations for lower tier contracts,design-build contracts,subcontracts,lower-tier covered transactions exceeding the$25,000 threshold. subcontracts,purchase orders,lease agreements,consultant contracts or any other covered transaction requiring FHWA h.A participant in a covered transaction may rely upon a approval or that is estimated to cost$25,000 or more—as certification of a prospective participant in a lower tier covered defined in 2 CFR Parts 180 and 1200. transaction that is not debarred,suspended,ineligible,or voluntarily excluded from the covered transaction,unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, 1.Instructions for Certification—First Tier Participants: debarred,or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals,as well as a.By signing and submitting this proposal,the prospective. the eligibility of any lower tier prospective participants,each first tier participant is providing the certification set out below. participant may,but is not required to,check the Excluded Parties List System website(https://www.eals.00v/),which is b.The inability of a person to provide the certification set out compiled by the General Services Administration. below will not necessarily result in denial of participation in this 9 3-2016 00850-T-10 of 57 212 i. Nothing contained in the foregoing shall be construed to this transaction originated may pursue available remedies, require the establishment of a system of records in order to including suspension and/or debarment. render in good faith the certification required by this clause. The knowledge and information of the prospective participant c.The prospective lower tier participant shall provide is not required to exceed that which Is normally possessed by immediate written notice to the person to which this proposal is a prudent person in the ordinary course of business dealings. submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of j.Except for transactions authorized under paragraph(f)of changed circumstances. these instructions,if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a d.The terms"covered transaction,'"debarred," person who is suspended,debarred,ineligible,or voluntarily "suspended,""ineligible,""participant,""person,""principal," excluded from participation in this transaction,In addition to and"voluntarily excluded,"as used in this clause,are defined other remedies available to the Federal Government,the in 2 CFR Parts 180 and 1200. You may contact the person to department or agency may terminate this transaction for cause which this proposal is submitted for assistance in obtaining a or default. copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant(such as the prime or general contract). "Lower Tier Covered Transactions" 2. Certification Regarding Debarment,Suspension, refers to any covered transaction under a First Tier Covered Ineligibility and Voluntary Exclusion—First Tier Transaction(such as subcontracts). "First Tier Participant" Participants: refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds' a. The prospective first tier participant certifies to the best of (such as the prime or general contractor). "Lower Tier its knowledge and belief,that it and its principals: Participant"refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower (1) Are not presently debarred,suspended,proposed for Tier Participants(such as subcontractors and suppliers). debarment,declared ineligible,or voluntarily excluded from participating in covered transactions by any Federal e.The prospective lower tier participant agrees by department or agency; submitting this proposal that,should the proposed covered transaction be entered into,it shall not knowingly enter into (2) Have not within a three-year period preceding this any lower tier covered transaction with a person who is proposal been convicted of or had a civil judgment rendered debarred,suspended,declared ineligible,or voluntarily against them for commission of fraud or a criminal offense in excluded from participation in this covered transaction,unless connection with obtaining,attempting to obtain,or performing authorized by the department or agency with which this ' a public(Federal,State or local)transaction or contract under transaction originated. a public transaction;violation of Federal or State antitrust statutes or commission of embezzlement,theft,forgery, f.The prospective lower tier participant further agrees by bribery,falsification or destruction of records,making false submitting this proposal that it will include this clause titled statements,or receiving stolen property; "Certification Regarding Debarment,Suspension,Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," (3) Are not presently indicted for or otherwise criminally or without modification,in all lower tier covered transactions and civilly charged by a governmental entity(Federal,State or in all solicitations for lower tier covered transactions exceeding local)with commission of any of the offenses enumerated In the$25,000 threshold. paragraph(a)(2)of this certification;and g.A participant in a covered transaction may rely upon a (4) Have not within a three-year period preceding this certification of a prospective participant In a lower tier covered application/proposal had one or more public transactions transaction that is not debarred,suspended,ineligible,or (Federal,State or local)terminated for cause or default. voluntarily excluded from the covered transaction,unless it knows that the certification is erroneous.A participant is b. Where the prospective participant is unable to certify to responsible for ensuring that its principals are not suspended, any of the statements in this certification,such prospective debarred,or otherwise ineligible to participate In covered participant shall attach an explanation to this proposal. transactions. To verify the eligibility o-f its principals,as well as the eligibility of any lower tier prospective participants,each 2.Instructions for Certification-Lower Tier Participants: participant may,but is not required to,check the Excluded Parties List System website(httos://www.eois.aov/),which is (Applicable to all subcontracts,purchase orders and other compiled by the General Services Administration. lower tier transactions requiring prior FI-IWA approval or estimated to cost$25,000 or more-2 CFR Parts 180 and h.Nothing contained in the foregoing shall be construed to 1P00) require establishment of a system of records in order to render in good faith the certification required by this clause.The a.By signing and submitting this proposal,the prospective knowledge and information of participant is not required to lower tier is providing the certification set out below. exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. b.The certification in this clause is a material representation of fact upon which reliance was placed when this transaction i.Except for transactions authorized under paragraph e of was entered into.If it is later determined that the prospective these instructions,if a participant in a covered transaction lower tier participant knowingly rendered an erroneous knowingly enters into a lower tier covered transaction with a certification,in addition to other remedies available to the person who is suspended,debarred,ineligible,or voluntarily Federal Government,the department,or agency with which excluded from participation in this transaction,in addition to other remedies available to the Federal Government,the 3-2016 10 00850-T-11 of 57 213 department or agency with which this transaction originated may pursue available remedies,including suspension and/or debarment. Certification Regarding Debarment,Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Participants: 1.The prospective lower tier participant certifies,by submission of this proposal,that neither it nor its principals is presently debarred,suspended,proposed for debarment, declared ineligible,or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2.Where the prospective lower tier participant is unable to certify to any of the statements in this certification,such prospective participant shall attach an explanation to this proposal. Xl.CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000(49 CFR 20). 1.The prospective participant certifies,by signing and submitting this bid or proposal,to the best of his or her knowledge and belief,that: a.No Federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any Federal agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant,the making of any Federal loan,the entering into of any cooperative agreement, and the extension,continuation,renewal,amendment,or modification of any Federal contract,grant,loan,or cooperative agreement. b.If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency,a Member of Congress,an officer or employee of Congress,or.an employee of a Member of Congress in connection with this Federal contract,grant,loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying,"in accordance with its instructions. 2.This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C.1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than$100,000 for each such failure. 3.The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts,which exceed$100,000 and that all such recipients shall certify and disclose accordingly. 11 3-2016 00850-T-12 of 57 214 ATTACHMENT A-EMPLOYMENT AND MATERIALS 6.The contractor shall include the provisions of Sections 1 PREFERENCE FOR APPALACHIAN DEVELOPMENT through 4 of this Attachment A in every subcontract for work HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS which is,or reasonably may be,done as on-site work. ROAD CONTRACTS This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1.During the performance of this contract,the contractor undertaking to do work which is,or reasonably may be,done as on-site work,shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated,or the subregion,or the Appalachian counties of the State wherein the contract work is situated,except: a.To the extent that qualified persons regularly residing in the area are not available. b.For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c.For the obligation of the contractor to offer employment to present or farmer employees as the result of a lawful collective bargaining contract,provided that the number of nonresident persons employed under this subparagraph(1c)shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work,except as provided in subparagraph(4)below. 2.The contractor shall place a job order with the State Employment Service Indicating(a)the classifications of the laborers,mechanics and other employees required to perform the contract work,(b)the number of employees required in each classification,(c)the date on which the participant estimates such employees will be required,and(d)any other pertinent information required by the State Employment Service to complete the job order form. The Job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work,the information submitted by the contractor in the original job order is substantially modified,the participant shall promptly notify the State Employment Service. 3.The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who,in his opinion,are not qualified to perform the classification of work required. 4.If,within one week following the placing of a job order by the contractor with the State Employment Service,the State Employment Service is unable to refer any qualified job applicants to the contractor,or less than the number requested,the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractors permanent project records. Upon receipt of this certificate,the contractor may employ persons who do not ' normally reside in the labor area to fill positions covered by the certificate,notwithstanding the provisions of subparagraph(1c) above. 5. The provisions of 23 CFR 633.207(e)allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. �._ • 3-2016 12 00850-T-13 of 57 215 Bidder Certification By signing the proposal the bidder certifies: 1. the only persons or parties interested in this proposal are those named and the bidder has not directly or indirectly participated in collusion, entered into an agreement or otherwise taken any action in restraint of free competitive bidding in connection with the above captioned project. 2. in the event of the award of a contract,the organization represented will secure bonds for the full amount of the contract. 3. the signatory represents and warrants that they are an authorized signatory for the organization for which the bid is submitted and they have full and complete authority to submit this bid on behalf of their firm. 4. that the certifications and representations contained in the proposal are true and accurate and the bidder intends the proposal to be taken as a genuine government record. 3-2016 00850-T-14 of 57 216 Buy America GeneraL Current regulations require the use of domestic steel and iron in federally funded highway construction.All steel and iron products must be of domestic origin.All manufacturing processes must take place domestically.All foreign steel and iron materials and products are covered by Buy America regulations regardless of the percentage they comprise in a manufactured product or the form they may take. The regulations allow bidders and the LG some latitude through minimum use,waivers and alternate bids. As previously mentioned, all manufacturing processes must take place domestically. Manufacturing begins with the initial melting and mixing,and continues through the coating stage. Any process that modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. These processes include rolling, extruding, machining, bending, grinding, drilling and coating. Coating includes epoxy coating, galvanizing,painting, or any other coating that protects or enhances the value of the material. Buy America does not apply to raw materials (iron ore and alloys), scrap, pig iron or processed, pelletized, and reduced iron ore. Insufficient domestic supplies of raw materials caused FHWA to issue a nationwide waiver allowing foreign source supplies of these items. The waiver may be found at the FHWA website (http://www.thwa.dotgov/programadmin/contracts/032495.cfm). If domestically produced steel billets or iron ingots are shipped overseas for any manufacturing process, and then returned to the U.S.,the resulting product does not conform to the Buy America requirements. The manufacturing process for a steel/iron product is considered.complete when the product is ready for use as an item (e.g., fencing, posts, girders, pipe, manhole cover, etc.) or could be incorporated as a component of a more complex product through a further manufacturing process (e.g., the case for a traffic signal head). The final assembly process does not need to be accomplished domestically so long as the steel/iron component is only installed and no manufacturing process is performed on the steel/iron component. Example: Shapes produced domestically from foreign source steel billets are not acceptable under Buy America since the initial melting and mixing of alloys to create the steel occurred in a foreign country. Example: All welding must take place domestically since the welding rod itself is typically an iron/steel product and the welding process substantially alters the rod. Buy America does not apply to minimal use of iron/steel materials provided that the total cost of all foreign source items used in the project, as delivered to the project site,is less than$2,500 or one-tenth-of-one-percent(1/10 of 1%) of the contract amount,whichever is greater. If a supplier or fabricator wishes to use a partial fabrication process where domestic and foreign source components are assembled at a domestic location, the "as delivered cost" of the foreign components should include any transportation, assembly and testing costs required to install them in the final product. � 1 3-2016 00850-T-15 of 57 217 For the Buy America requirements to apply, the steel or iron product must be permanently incorporated into the project.Buy America does not apply to temporary steel items(e.g.temporary sheet piling, temporary bridges, steel scaffolding and falsework, etc.)Further, Buy America does not apply to materials that remain in place at the contractor's convenience. The practice of making otherwise eligible items non-participating for the purpose of circumventing the Buy America requirements is unacceptable and will not be approved.There is no clear-cut rule for resolving an after-the-fact discovery of an inadvertentincorporation of an excess amount of foreign materials into a project.Each situation should be resolved on a case-by-case basis.FHWA retains the authority to resolve all Buy America issues. Buy America provisions apply to all material incorporated in a Federal-aid project, even if an item is rendered as a "donated material" in accordance with 23 U.S.C. 323 - Donations and Credits. While the LG may receive a credit for donated material,this material must generally comply with Buy America. Waivers. Approval authority for waivers of Buy America requirements is retained by FHWA for all federally funded projects.The FHWA may grant a waiver of the Buy America requirements for specific projects if the LG can demonstrate either of the following: 1. Compliance with the requirements is inconsistent with the public interest;or 2. Insufficient quantities of satisfactory quality domestic products are available. Materials delivery delay will not be considered as grounds for a waiver. The cost differential between domestic and foreign products is also not grounds for a waiver. An LG may apply for a waiver of the Buy America provisions if it believes that a waiver is warranted. The LG must submit the waiver request with supporting information through TxDOT to FHWA sufficiently in advance of need to allow time for proper review and action. Alternative Bidding Procedures. An alternative bidding procedure may be used to justify the use of foreign steel or iron. Under this procedure, the total project is bid using two alternatives: one which is based on foreign source products, and the second, using domestic products. The use of foreign products may be justified if the lowest total bid based on domestic steel or iron products is 25 percent more than the lowest bid using corresponding foreign steel or iron products. The 25 percent differential applies to the total bid for the entire project, not just the bids for the steel or iron products. Enforcement The LG is responsible for enforcing the Buy America provisions. The contract provisions should require the contractor to provide a definitive statement about the origin of all products covered under the Buy America provisions. An alternate procedure is to use step certification for products. Under step certification, each handler of the product (supplier, fabricator, manufacturer, processor, etc.) certifies that his or her step in the 'process was domestically performed. • 3-2016 00850-T-16 of 57 218 Material Statement Roam porratrwr wArlDnanWIft nonr c Form 1818 rn Rev.00/12) (a.k.a.Form D-9-USA-1) Sheet of Supplier: County: Address: Project:.. Control: Contract No.: Contractor: Purchase Quantity Mill Heat Material. Required Documentation Order No. (Amt./Units) Material Description Name No. • Use Spec. MTR Cert. • • This is to certify that the materials listed above and on the attached supplement(if attached)are in conformance with the governing specification(s).This is to also certify that all manufacturing processes for steel and iron materials or for the application of coatings(epoxy,galvanizing,painting or any other coating that protects or enhances the value of the steel or iron metal)to these materials occurred in the United States of America. Manufacturing processes are defined as all processes required to change the mw ore or scrap metal into the finished in-place steel or iron product.The attached mill test reports(MTRs)and Certifications(Cert.)are offered as proof of Domestic Origin. Subscribed and sworn to before me this day of I declare under penalty of perjury under the laws of the United States of America and the State of Texas that the foregoing is true and correct and that I am L authorized to sign for the Firm listed below. Corporate Official Signature) Notary Public (AuthorizedrP Date O My Commission expires: (Type Name and Title) (Firm Name) 1V C Child Support Statement Under Section 231.006, Family Code,the vendor or applicant certifies that the individual or business entity named in this contract, bid, or application is not ineligible to receive the specified grant, loan,or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. • 3-2016 00850-T-18 of 57 220 State of Texas -0 ri Health & Human Services Commission Child Support Certification Section 231.006, Texas Family Code, as amended by Section 82 of House Bill No. 433, 74th Regular Legislative Session(Acts 1995,74th Leg., R.S.,ch.751),prohibits the payment of state funds under a grant,contract,or loan to • a person who is more than 30 days delinquent in the payment of child support,and • a business entity in which such a person is the sole proprietor, partner,shareholder or owner with an ownership interest of at least 25%. Section 231.006 further provides that a person or business entity that is ineligible to receive payments for the reasons stated above shall continue to be ineligible to receive payments from the state under a contract,grant,or loan until • all arrearages have been paid,or • the person is in compliance with a written repayment agreement or court order as to any existing delinquency. Section 231.006 further requires each bid,or application for a contract,grant,or loan to include • the name and social security number of the individual or sole proprietor and each partner,shareholder,or owner with an ownership interest of at least 25% of the business entity submitting the bid or application,and • the statement in Part III below. Section 231.006 authorizes a state agency to terminate a contract if it determines that statement required below is inaccurate or false. In the event the statement is determined to be false, the vendor is liable to the state for attorney's fees, costs necessary to complete the contract [including the cost of advertising and awarding a second } contract],and any other damages provided by law or contract. II. In accordance with Section 231.006, the names and social security numbers of the individual identified in the contract, bid, or application, or of each person with a minimum 25% ownership interest in the business entity identified therein are provided below. Name Social Security# As required by Section 231.006,the undersigned certifies the following: "Under Section 231.006,Family Code,the vendor or applicant certifies that the individual or business entity named in This contract,bid,or application is not ineligible to receive the specified grant,loan,or payment,and acknowledges that this contract maybe terminated and payment withheld if this certification is inaccurate." Signature Title Printed Name Date 3-2016 00850-T-19 of 57 221 , State of Texas Child Support Business Ownership Form County: Project Name: TxDOT CSJ: LG Project Number: Business Entity Submitting Bid: Section 231.006, Family Code,requires a bid for a contract paid from state funds to include the names and social security number of individuals owning 25%or more of the business entity submitting the bid. 1. In the spaces below please provide the names and social security number of individuals owning 25%or more of the business. Name Social Security Number 2. Please check the box below if no individual owns 25%or more of the business. ( I No individual own 25%or more of the business. Except as provided by Section 231.302(d),Family Code,a social security number is confidential and may be disclosed only for the purpose of responding to a request for information from an agency operating under the provisions of Part A and D to Title IV of the Federal Social Security Act(42 USC Section 601-617 and 651-699). Under Section 231.006,Family Code,the vendor or applicant certifies that the individual or business entity named in this contract, bid,or application is not ineligible to receive the specified grant,loan,or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. The information collected on this form will be maintained by Enter Local Government Name , With few exceptions,you are entitled on request to be informed about the information collected about you. Under Sections 552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the information. Under Section 559.004 of the Government Code,you are also entitled to have information about you corrected that you believe is incorrect. Signature Date Printed Name , ) IF THIS PROJECT IS A JOINT VENTURE, ALL PARTIES TO THE JOINT VENTURE MUST PROVIDE A COMPLETED FORM. 3-2016 00850-T-20 of 57 222 f Contractor Acknowledgement of Stormwater Management Program I hereby acknowledge that I am aware of the stormwater management program and standard operating procedures developed by OWNER in compliance with the TPDES General Permit No. . I agree to comply with all applicable best management practices and standard operating procedures while conducting my services for OWNER. I agree to conduct all services in a manner that does not introduce illicit discharges of pollutants to streets,stormwater inlets, drainage ditches or any portion of the drainage system. The following materials and/or pollutant sources must not be discharged to the drainage system as a result of any services provided: 1. Grass clippings,leaves,mulch,rocks,sand,dirt or other waste materials resulting from landscaping activities, (except those materials resulting from ditch mowing or maintenance activities) 2. Herbicides, pesticides and/or fertilizers, (except those intended for aquatic use) 3. Detergents,fuels,solvents,oils and/or lubricants,other equipment and/or vehicle fluids, 4. Other hazardous materials including paints,thinners,chemicals or related waste materials, 5. Uncontrolled dewatering discharges,equipment and/or vehicle wash waters, 6. Sanitary waste,trash,debris,or other waste products 7. Wastewater from wet saw machinery, 8. Other pollutants that degrade water quality or pose a threat to human health or the environment. Furthermore, I agree to notify OWNER immediately of any issue caused by or identified by: (Company/Contractor) that is believed to be an immediate threat to human health or the environment. Contractor Signature Date Printed Name Title 3-2016 00850-T-21 of 57 223 CONTRACTOR'S ASSURANCE (Subcontracts-Federal Aid Projects) The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. By signing this Bid, the contractor is giving assurances that all subcontract agreements will incorporate the Standard Specification and Special Provision to Section 9.9, "Payment Provisions for Subcontractors", all subcontract agreements exceeding $2,000 will incorporate the applicable "Wage Determination Decision", and, all subcontract agreements of$10,000 or more will incorporate the following: Special Provision"Certification of Nondiscrimination in Employment" Special Provision "Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity" (Executive Order 11246) Special Provision "Standard Federal Equal Employment Opportunity Construction Contract Specifications" (Executive Order 11246) • Form FHWA 1273 "Required Contract Provisions Federal-aid Construction Contracts" (Form FHWA 1273 must also be physically attached to subcontracts and purchase orders of$10,000 or more) 3-2016 00850-T-22 of 57 224 Debarment Certification GeneraL Contractors are not allowed to participate in federally funded projects if they are suspended or debarred. The prime contractor is required to certify as to their current eligibility status. Certification is also required of all prospective participants in lower tier transactions. This includes subcontractors,material suppliers,vendors, etc. Each participant must certify: "...that it and its principals are not presently debarred,suspended,proposed for debarment,declared ineligible,or voluntarily excluded from covered transactions by any Federal department or agency .... and that they have not been convicted or had civil judgment rendered within the past three years for certain types of offenses." The General Services Administration (GSA) has the responsibility to compile, maintain, and distribute the list of suspended and debarred parties that are excluded from all Federal procurement and non-procurement programs. The GSA list is distributed to all FHWA field offices and is provided to TxDOT to assure that suspended or debarred parties are not awarded federal-aid highway projects. GSA's list of debarred firms (Excluded Parties List) may be accessed at https://www.sam.gov/portal/public/SAM/.The State of Texas has similar requirements prohibiting contracts with debarred contractors. The state's list of debarred firms (Comptrollers List)may be accessed at http://www.window.state.tx.us/procurement/prog/vendor_performance/. • 3-2016 00850-T-23 of 57 225 Differing Site Conditions 23 U.S.C. 112(e) (1) General rule.—The Secretary shall issue regulations establishing and requiring,for inclusion in each contract entered into with respect to any project approved under section 106 of this title a contract clause,developed in accordance with guidelines established by the Secretary,which equitably addresses each of the following: (A) Site conditions. (B) Suspensions of work ordered by the State(other than a suspension of work caused by the fault of the contractor or by weather). (C)Material changes in the scope of work specified in the contract. The guidelines established by the Secretary shall not require arbitration. (2)Limitation on applicability.— • (A)State law.—Paragraph(1)shall apply in a State except to the extent that such State adopts or has adopted by statute a formal procedure for the development of a contract clause described in paragraph (1) or adopts or has adopted a statute which does not permit inclusion of such a contract clause. (B) Design-build contracts.— Paragraph (1) shall not apply to any design-build contract approved under subsection (b)(3). 3-2016 00850-T-24 of 57 226 Special Provision to Item 000 Disadvantaged Business Enterprise in Federal Aid Contracts 1. DESCRIPTION The purpose of this Special Provision is to carry out the U.S.Department of Transportation's(DOT)policy of ensuring nondiscrimination in the award and administration of DOT assisted Contracts and creating a level playing field on which firms owned and controlled by individuals who are determined to be socially and economically disadvantaged can compete fairly for DOT assisted Contracts.If the Disadvantaged Business Enterprise(DBE)goal is greater than zero,Article A,"Disadvantaged Business Enterprise in Federal Aid Contracts",of this Special Provision shall apply to this Contract.If there is no DBE goal,Article B, "Race-Neutral DBE Participation,"of this Special Provision will apply to this Contract.The percentage goal for DBE participation in the work to be performed under this Contract will be shown on the proposal. 1.1. Article A.Disadvantaged Business Enterprise in Federal Aid Contracts. 1.1.1. Policy.It is the policy of the DOT and the Texas Department of Transportation(Department)that DBEs,as defined in 49 CFR Part 26,Subpart A and the Department's DBE Program,shall have the opportunity to participate in the performance of Contracts financed in whole or in part with Federal funds.The DBE requirements of 49 CFR Part 26,and the Department's DBE Program,apply to this Contract as follows: 1.1.1.1. The Contractor will solicit DBEs through reasonable and available means,as defined in 49 CFR Part 26, Appendix A and the Department's DBE Program,or show a good faith effort to meet the DBE goal for this Contract. 1.1.1.2. The Contractor,subrecipient or subcontractor shall not discriminate on the basis of race,color,national origin,or sex in the performance of this Contract.The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted Contracts.Failure by the Contractor to carry out these requirements is a material breach of this Contract,which may result in the termination of this Contract or such other remedy as the recipient deems appropriate. 1.1.1.3. The requirements of this Special Provision shall be physically included in any subcontract. 1.1.1.4. By signing the Contract proposal,the Bidder is certifying that the DBE goal as stated in the proposal will be met by obtaining commitments from eligible DBEs or that the Bidder will provide acceptable evidence of good faith effort to meet the commitment.The Owner will determine the adequacy of a Contractor's efforts to meet the Contract goal,within 10 business days,excluding national holidays,from receipt of the information outlined in this Special Provision under Section 1.1.3.,"Contractor's Responsibilities."If the requirements of Section 1.A.3 are met,the conditional situation will be removed and the Contract will be forwarded to the Contractor for execution. 1.1.2. Definitions. 1.1.2.1. "Broker"is an intermediary or middleman that does not take possession of a commodity or act as a regular dealer selling to the public. 1.1.2.2. "Disadvantaged Business Enterprise"or"DBE"is defined in the standard specifications,Article 1,Definition of Terms. 1.1.2.3. "DBE Joint Venture"means an association of a DBE firm and 1 or more other firm(s)to carry out a single business enterprise for profit for which purpose they combine their property,capital,efforts,skills and knowledge,and in which the DBE is responsible for a distinct,clearly defined portion of the work of the 3-2016 00850-T-25 of 57 227 Contract and whose share in the capital contribution,control,management,risks,and profits of the joint venture are commensurate with its ownership interest. 1.1.2.4. "DOT"means the U.S.Department of Transportation,including the Office of the Secretary,the Federal Highway Administration(FHWA),the Federal Transit Administration(FTA),and the Federal Aviation Administration(FAA). 1.1.2.5. "Federal Aid Contract"is any Contract between the Owner and a Contractor which is paid for in whole or in part with DOT financial assistance. 1.1.2.6. "Good Faith Effort"means efforts to achieve a DBE goal or other requirement of this Special Provision which, by their scope,intensity,and appropriateness to the objective,can reasonably be expected to fulfill the program requirement. 1.1.2.7. "Manufacturer'is a firm that operates or maintains a factory or establishment that produces,on the premises, the materials,supplies,articles,or equipment required under the Contract and of the general character described by the specifications." 1.1.2.8. "Race-conscious"means a measure or program that is focused specifically on assisting only DBEs,including women-owned businesses. 1.1.2.9. "Race-neutral DBE Participation"means any participation by a DBE through customary competitive procurement procedures. 1.1.2.10. "Regular Dealer"is a firm that owns,operates,or maintains a store,warehouse,or other establishment in which the materials,supplies,articles or equipment of the general character described by the specifications and required under the Contract are bought,kept in stock,and regularly sold or leased to the public in the usual course of business.To be a regular dealer,the firm must be an established,regular business that engages in,as its principal business and under its own name,the purchase and sale or lease of the products in question. A regular dealer in such bulk items as steel,cement,gravel,stone,and petroleum products need not keep such products in stock if it owns and operates distribution equipment for the products.Any supplementing of regular dealers own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis.Brokers,packagers,manufacturers'representatives,or other persons who arrange or expedite transactions shall not be regarded as a regular dealer. 1.1.2.11. "Texas Unified Certification Program"or"TUCP"provides one-stop shopping to applicants for certification, such that applicants are required to apply only once for a DBE certification that will be honored by all recipients of federal funds in the state.The TUCP by Memorandum of Agreement established six member entities to serve as certifying agents for Texas in specified regions. 1.1.3. Contractor's Responsibilities.These requirements must be satisfied by the Contractor. 1.1.3.1. After conditional award of the Contract,the Contractor shall submit a completed Form SMS.4901 "DBE Commitment Agreement",From SMS 4901-T"DBE Trucking Commitment Agreement",or Form SMS.4901- MS"DBE Material&Supplier Commitment Agreement"for each DBE he/she intends to use to satisfy the DBE goal or a good faith effort to explain why the goal could not be reached.Provide these forms to the Owner so as to arrive not later than 5:00 p.m.on the 10th business day,excluding national holidays,after the conditional award of the Contract.When requested,additional time,not to exceed 7 business days, excluding national holidays,may be granted based on documentation submitted by the Contractor. 1.1.3.2. DBE prime Contractors may receive credit toward the DBE goal for work performed by his/her own forces and work subcontracted to DBEs.A DBE prime must make a good faith effort to meet the goals.In the event a DBE prime subcontracts to a non-DBE,that information must be reported on Form SMS.4902. 3-2016 00850-T-26 of 57 228 1.1.3.3. A Contractor who cannot meet the Contract goal,in whole or in part,shall make adequate good faith efforts to obtain DBE participation as so stated and defined in 49 CFR Part 26,Appendix A.The following is a list of the types of action that may be considered as good faith efforts.It is not intended to be a mandatory checklist,nor is it intended to be exclusive or exhaustive.Other factors or types of efforts may be relevant in appropriate cases. • Soliciting through all reasonable and available means(e.g.attendance at prebid meetings,advertising, and/or written notices)the interest of all certified DBEs who have the capability to perform the work of the Contract.The solicitation must be done within sufficient time to allow the DBEs to respond to it. Appropriate steps must be taken to follow up initial solicitations to determine,with certainty,if the DBEs are interested. • Selecting portions of the work to be performed by DBEs in order to increase the likelihood that the DBE goals will be achieved.This includes,where appropriate,breaking out Contract work items into economically feasible units to facilitate DBE participation,even when the Contractor might otherwise prefer to perform the work items with its own forces. • Providing interested DBEs with adequate information about the plans,specifications,and requirements of the Contract in a timely manner to assist them in responding to a solicitation. • Negotiating in good faith with interested DBEs to make a portion of the work available to DBE subcontractors and suppliers and select those portions of the work or material needs consistent with the available DBE subcontractors and suppliers,so as to facilitate DBE participation.Evidence of such negotiations includes the names,addresses,and telephone numbers of DBEs that were considered;a description of the information provided regarding the plans and specifications for the work selected for subcontracting;and evidence as to why additional agreements could not be reached for DBEs to perform the work. • A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors,including DBE subcontractors,and would take a firm price and capabilities as well as Contract goals into consideration. However,the fact that there may be some additional cost involved in finding and using DBEs is not in itself sufficient reason for a bidders failure to meet the Contract DBE goal as long as such cost are reasonable.Also,the ability or desire of the Contractor to perform the work of the Contract with its own organization does not relieve the Bidder of the responsibility to make good faith effort.Contractors are not,however,required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. • Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities.The Contractor's standing within its industry,membership in specific groups, organizations,or associations and political or social affiliations(for example union vs.non-union employee status)are not legitimate cause for the rejection or non-solicitation of bids and the Contractors efforts to meet the project goal. • Making efforts to assist interested DBEs in obtaining bonding,lines of credit,or insurance as required by the recipient or Contractor. • Making efforts to assist interested DBEs in obtaining necessary equipment,supplies,materials,or related assistance or services. • Effectively using the services of available minority/women community organizations;minority/women Contractors'groups;local,state,and Federal minority/women business assistance offices;and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of DBEs. • If the Owner determines that the Contractor has failed to meet the good faith effort requirements,the Contractor will be given an opportunity for reconsideration by the Owner. 1.1.3.4. Should the bidder to whom the Contract is conditionally awarded refuse,neglect or fail to meet the DBE goal or comply with good faith effort requirements,the proposal guaranty filed with the bid shall become the property of the Owner,not as a penalty,but as liquidated damages to the Owner. 3-2016 00850-T-27 of 57 229 1.1.3.5. The preceding information shall be submitted directly to the Owner. 1.1.3.6. The Contractor shall not terminate for convenience a DBE subcontractor named in the commitment submitted under Section 1.A.3.a,of this Special Provision. Before terminating or removing a DBE subcontractor named in the commitment,the Contractor must have a written consent of the Owner. - 1.1.3.7. The Contractor shall also make a good faith effort to replace a DBE subcontractor that is unable to perform successfully with another DBE,to the extent needed to meet the Contract goal.The Contractor shall submit a completed Form 4901 "DBE Commitment Agreement",From SMS 4901-T"DBE Trucking Commitment Agreement',or Form SMS.4901-MS"DBE Material&Supplier Commitment Agreement"for the substitute DBE firm(s).Any substitution of DBEs shall be subject to approval by the Owner.Before approving the substitution,the Owner will request a statement from the DBE concerning it being replaced. 1.1.3.8. The Contractor shall designate a DBE liaison officer who will administer the Contractor's DBE program and who will be responsible for maintenance of records of efforts and contacts made to subcontract with DBEs. 1.1.3.9. Contractors are encouraged to investigate the services offered by banks owned and controlled by disadvantaged individuals and to make use of these banks where feasible. 1.1.4. Eligibility of DBEs. 1.1.4.1. The member entities of the TUCP certify the eligibility of DBEs and DBE joint ventures to perform DBE subcontract work on DOT financially assisted Contracts. 1.1.4.2. The Department maintains the Texas Unified Certification Program DBE Directory containing the names of firms that have been certified to be eligible to participate as DBE's on DOT financially assisted Contracts.An update of the Directory can be found on the Internet at http://www.txdot.00v/apps-cg/tucp/default.htm. 1.1.4.3. Only DBE firms certified at the time commitments are submitted are eligible to be used in the information furnished by the Contractor as required under Section 1.A.3.a.and 3.g.above.For purposes of the DBE goal on this project,DBEs will only be allowed to perform work in the categories of work for which they are certified. 1.1.4.4. Only DBE firms certified at the time of execution of a Contract/subcontract/purchase order,are eligible for DBE goal participation. 1.1.5. Determination of DBE Participation.When a DBE participates in a Contract,only the values of the work actually performed by the DBE,as referenced below,shall be counted by the prime Contractor toward DBE goals: 1.1.5.1. The total amount paid to the DBE for work performed with his/her own forces is counted toward the DBE goal.When a DBE subcontracts part of the work of its Contract to another firm,the value of the subcontracted work may be counted toward DBE goals only if the subcontractor is itself a DBE.Work that a DBE subcontracts to a non-DBE firm does not count toward DBE goals. 1.1.5.2. A Contractor may count toward its DBE goal a portion of the total value of the Contract amount paid to a DBE joint venture equal to the distinct,clearly defined portion of the work of the Contract performed by the DBE. 1.1.5.2.1. A Contractor may count toward its DBE goal only expenditures to DBEs that perform a commercially useful function(CUF)in the work of a Contract or purchase order.A DBE is considered to perform a CUF when it is responsible for execution of the work of the Contract and is carrying out its responsibilities by actually performing,managing,and supervising the work involved.To perform a CUF,the DBE must also be responsible,with respect to materials and supplies used on the Contract,for negotiating price,determining quality and quantity,ordering the material,and installing(where applicable)and paying for the material itself. 3-2016 00850-T-28 of 57 230 In accordance with 49 CFR Part 26,Appendix A,guidance concerning Good Faith Efforts,Contractors may make efforts to assist interested DBEs in obtaining necessary equipment,supplies,materials,or related assistance or services.Contractors may not however,negotiate the price of materials or supplies used on the Contract by the DBE,nor may they determine quality and quantity,order the materials themselves,nor install the materials(where applicable),or pay for the material themselves.Contractors however,may share the quotations they receive from the material supplier with the DBE firm,so that the DBE firm may negotiate a reasonable price with the material supplier. In all cases,prime or other non-DBE subcontractor assistance will not be credited toward the DBE goal. 1.1.5.2.2. A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, Contract,or project through which funds are passed in order to obtain the appearance of DBE participation. Consistent with industry practices and the DOT/Department's DBE program,a DBE subcontractor may enter into second-tier subcontracts,amounting up to 70%of their Contract.Work subcontracted to a non-DBE does not count towards DBE goals.If a DBE does not perform or exercise responsibility for at least 30%of the total cost of its Contract with its own work force,or the DBE subcontracts a greater portion of the work of a Contract than would be expected on the basis of normal industry practice for the type of work involved,it will be presumed that the DBE is not performing a CUF 1.1.5.2.3. A DBE trucking firm(including an owner operator who is certified as a DBE is considered to be performing a CUF when the DBE is responsible for the management and supervision of the entire trucking operation on a particular Contract and the DBE itself owns and operates at least 1 fully licensed,insured,and operational truck used on the Contract. 1.1.5.2.3.1. The Contractor receives credit for the total value of the transportation services the DBE provides on a Contract using trucks it owns,insures,and operates using drivers it employs. 1.1.5.2.3.2. The DBE may lease trucks from another DBE firm,including an owner operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract. 1.1.5.2.3.3. The DBE may also lease trucks from a non-DBE firm,including from an owner-operator.The DBE who leases trucks from a non-DBE is entitled to credit for the total value of transportation services provided by non-DBE lessees not to exceed the value of transportation services provided by the DBE-owned trucks on the Contract.Additional participation by non-DBE lessees receive credit only for the fee or commission it receives as result of the lease arrangement 1.1.5.2.3.4. A lease must indicate that the DBE has exclusive use of and control over the trucks giving the DBE absolute priority for use of the leased trucks.Leased trucks must display the name and identification number of the DBE. 1.1.5.2.4. When a DBE is presumed not to be performing a CUF the DBE may present evidence to rebut this presumption. 1.1.5.2.5. Project materials or supplies acquired from an affiliate of the prime Contractor can not directly or indirectly (2nd or lower tier subcontractor)be used for DBE goal credit. 1.1.5.3. A Contractor may count toward its DBE goals expenditures for materials and supplies obtained from a DBE manufacturer,provided that the DBE assumes the actual and contractual responsibility for the materials and supplies.Count expenditures with DBEs for materials or supplies toward DBE goals as provided in the following: 1.1.5.3.1. If the materials or supplies are obtained from a DBE manufacturer,count 100%of the cost of the materials or supplies toward DBE goals.(Definition of a DBE manufacturer found at 1A.c.(1)of this provision.) 3-2016 00850-T-29 of 57 231 For purposes of this Section(1.A.c.(1)),a manufacturer is a firm that operates or maintains a factory or establishment that produces,on the premises,the materials,supplies,articles,or equipment required under the Contract and of the general character described by the specifications. 1.1.5.3.2. If the materials or supplies are purchased from a DBE regular dealer,count 60%of the cost of the materials or supplies toward DBE goals. For purposes of this Section(1.A.5.c.(2)),a regular dealer is a firm that owns,operates,or maintains a store, warehouse,or other establishment in which the materials,supplies,articles or equipment of the general character described by the specifications and required under the Contract are bought,kept in stock,and regularly sold or leased to the public in the usual course of business: 1.1.5.3.2.1. To be a regular dealer,the firm must be an established,regular business that engages,as its principal business and under its own name,in the purchase and sale or lease of the products in question. 1.1.5.3.2.2. A person may be a regular dealer in such bulk items as petroleum products,steel,cement,gravel,stone or asphalt without owning,operating,or maintaining a place of business as provided in the first paragraph under Section 1.A.5.c.(2),if the person both owns and operates distribution equipment for the products.Any supplementing of regular dealers'own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. 1.1.5.3.2.3. Packagers,brokers,manufacturers'representatives,or other persons who arrange or expedite transactions are not regular dealers within the meaning of Section 1.A.5.c.(2). 1.1.5.3.3. With respect to materials or supplies purchased from DBE which is neither a manufacturer nor a regular dealer,count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies,or fees or transportation charges for the delivery of materials or supplies required on a job site,toward DBE goals,provided you determine the fees to be reasonable and not excessive as compared with fees customarily allowed for similar services. Do not count any portion of the cost of the materials and supplies themselves toward DBE goals. 1.1.5.3.4. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional,technical,consultant or managerial services,or for providing bonds or insurance specifically required for the performance of a DOT-assisted Contract,toward DBE goals,provided you determine the fee to be reasonable and not excessive as compared with fees customarily allowed for similar services. 1.1.5.4. If the Contractor chooses to assist a DBE firm,other than a manufacturing material supplier or regular dealer, and the DBE firm accepts the assistance,the Contractor may act solely as a guarantor by use of a two-party check for payment of materials to be used on the project by the DBE.The material supplier must invoice the DBE who will present the invoice to the Contractor.The Contractor may issue a joint check to the DBE and the material supplier and the DBE firm must issue the remittance to the material supplier.No funds shall go directly from the Contractor to the material supplier.The DBE firm may accept or reject this joint checking arrangement. The Contractor must obtain approval from the Owner before implementing the use of joint check arrangements with the DBE.Submit to the Owner,Joint Check Approval Form 2178 for requesting approval. Provide copies of cancelled joint checks upon request.No DBE goal credit will be allowed for the cost of DBE materials that are paid by the Contractor directly to the material supplier. 1.1.5.5. No DBE goal credit will be allowed for supplies and equipment the DBE subcontractor leases from the Contractor or its affiliates. 1.1.5.6. No DBE goal credit will be allowed for the period of time determined by the Owner that the DBE was not performing a CUF.The denial period of time may occur before or after a determination has been made by the Owner.In case of the denial of credit for non-performance of a CUF of a DBE,the Contractor will be 3-2016 00850-T-30 of 57 232 required to provide a substitute DBE to meet the Contract goal or provide an adequate good faith effort when applicable. 1.1.6. Records and Reports. 1.1.6.1. The Contractor shall submit monthly reports,after work begins,on DBE payments to meet the DBE goal and for DBE or HUB race-neutral participation.Report payments made to non-DBE HUBs.The monthly report is to be sent to the Owner.These reports will be due within 15 days after the end of a calendar month.These reports will be required until all DBE subcontracting or material supply activity is completed.Form SMS.4903, "DBE Progress Report,"is to be used for monthly reporting.Form.SMS.4904,"DBE Final Report,"is to be used as a final summary of DBE payments submitted upon completion of the project. The original final report must be submitted to the Owner.These forms may be obtained from the Owner or may be reproduced by the Contractor.The Owner may verify the amounts being reported as paid to DBEs by requesting copies of cancelled checks paid to DBEs on a random basis.Cancelled checks and invoices should reference the Owner's project number. 1.1.6.2. DBE subcontractors and/or material suppliers should be identified on the monthly report by Vendor Number, name,and the amount of actual payment made to each during the monthly period.Negative reports are required when no activity has occurred in a monthly period. 1.1.6.3. All such records must be retained for a period of 3 years following completion of the Contract work,and shall be available at reasonable times and places for inspection by authorized representatives of the Owner,the Department or the DOT.Provide copies of subcontracts or agreements and other documentation upon request. • 1.1.6.4. Before receiving final payment,the Contractor shall submit Form SMS.4904,"DBE Final Report".If the DBE goal requirement is not met,documentation supporting Good Faith Efforts,as outlined in Section 1.A.3.c of ' this Special Provision,must be submitted with the"DBE Final Report." 1.1.6.5. Provide a certification of prompt payment in accordance with the Owner's prompt payment procedure to certify that all subcontractors and suppliers were paid from the previous months payments and retainage was released for those whose work is complete.Submit the completed form each month and the month following the month when final acceptance occurred at the end of the project. 1.1.7. Compliance of Contractor.To ensure that DBE requirements of this DOT assisted Contract are complied with,the Ownert will monitor the Contractor's efforts to involve DBEs during the performance of this Contract. This will be accomplished by a review of monthly reports submitted to the Owner by the Contractor indicating his progress in achieving the DBE Contract goal,and by compliance reviews conducted on the project site by the Owner. The Contractor shall receive credit toward the DBE goal based on actual payments to the DBE subcontractor.The Contractor shall notify the Owner if he/she withholds or reduces payment to any DBE subcontractor.The Contractor shall submit an affidavit detailing the DBE subcontract payments before receiving final payment for the Contract. Contractors'requests for substitutions of DBE subcontractors shall be accompanied by a detailed explanation which should substantiate the need for a substitution.The Contractor may not be allowed to count work on those items being substituted toward the DBE goal before approval of the substitution from the Owner. The prime Contractor is prohibited from providing work crews and equipment to DBEs.DBE Goal credit for the DBE subcontractors leasing of equipment or purchasing of supplies from the prime Contractor or its affiliates is not allowed. When a DBE subcontractor named in the commitment under Section 1.A.3.a.of this Special Provision,is terminated or fails to complete its work on the Contract for any reason,the prime Contractor is required to 3-2016 00850-T-31 of 57 233 make good faith efforts to find another DBE subcontractor to substitute for the original DBE.These good faith efforts shall be directed at finding another DBE to perform at least the same amount of work under the Contract as the DBE that was terminated,to the extent needed to meet the Contract goal. A Contractors failure to comply with the requirements of this Special Provision shall constitute a material breach of this Contract.In such a case,the Owner reserves the right to terminate the Contract;to deduct the amount of DBE goal not accomplished by DBEs from the money due or to become due the Contractor,or to secure a refund,not as a penalty but as liquidated damages to the Owner or such other remedy or remedies as the Owner deems appropriate. Forward Form 2371,"DBE Trucking Credit Worksheet,"completed by the DBE trucker every month DBE credit is used. 1.2. Article B.Race-Neutral Disadvantaged Business Enterprise Participation.It is the policy of the DOT that Disadvantaged Business Enterprises(DBE)as defined in 49 CFR Part 26 Subpart A,be given the opportunity to compete fairly for Contracts and subcontracts financed in whole or in part with Federal funds and that a maximum feasible portion of the Department's overall DBE goal be met using race-neutral means. Consequently,if there is no DBE goal,the DBE requirements of 49 CFR Part 26,apply to this Contract as follows: The Contractor will offer DBEs as defined in 49 CFR Part 26,Subpart A,the opportunity to compete fairly for Contracts and subcontractors financed in whole or in part with Federal funds.Race-Neutral DBE and non- DBE HUB participation on projects with no DBE goal shall be reported on Form SMS.4903,"DBE or HUB Progress Report"and submitted to the Owner each month and at project completion.Payments to DBEs reported on Form SMS.4903 are subject to the requirements of Section 1.1.5.,"Determination of DBE Participation." The Contractor,subrecipient or subcontractor shall not discriminate on the basis of race,color,national origin,or sex in the performance of this Contract.The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted Contracts.Failure by the Contractor to carry out these requirements is a material breach of this Contract,which may result in the termination of this Contract or such other remedy as the recipient deems appropriate. 3-2016 00850-T-32 of 57 234 DISADVANTAGED BUSINESS ENTERPRISE REQUIREMENTS Project: Highway: City: County: CSJ No.: The following goal for disadvantaged business enterprises is established: DBE 6.5% Certification of DBE Goal Attainment Bysigning the Bid, the Bidder certifies that the above DBE Goal will be met by obtaining commitments equal to or exceeding the DBE percentage or that the Bidder will provide a good faith effort to substitute the attempt to meet the goal. Failure to provide commitments to meet the stated goal or provide a satisfactory good faith effort will be considered a breach of the requirements of the Bid. As a result,the Bid guarantee of the Bidder will be property of OWNER and the Bidder will be excluded for rebidding on the project when it is re•advertised. CONTRACTOR By: Name: Title: Phone: 3-2016 00850-T-33 of 57 235 Disadvantaged BusinessForth SMS.Enterprise(DBE)Program (ReMS.40 1 Commitment Agreement Form Page 1 of 1 Arpartment of rlstIon This commitment is subject to the award and receipt of a signed contract from the Texas Department of Transportation for the subject project. Project#: County: Contract-CSJ: Items of work to be performed(attach a list of work items if more room is required): Bid Item# Item Description Unit of Measure Unit Price Quantity Total Per Item Total The contractor certifies by signature on this agreement that subcontracts will be executed between the prime contractor and the DBE subcontractors as listed on the agreement form.If a DBE Subcontractor is unable to perform the work as listed on this agreement form, the prime contractor will follow the substitution/replacement approval process as outlined in the Contract DBE Special Provision. IMPORTANT:The signatures of the prime contractor and the DBE, and the total commitment amount must always be on the same page. Prime Contractor: Name/Title(please print): Address: Signature: Phone: Fax: E-mail: Date: DBE: Name/Title(please print): Vendor No.: Address: Signature: Phone: Fax: E-mail: Date: Subcontractor(if the DBE will be a second tier sub): Name/Title(please print): Address: Signature: Phone: Fax: E-mail: Date: The Texas Department of Transportation maintains the information collected through this form. With few exceptions,you are entitled on request to be informed about the information that we collect about you.Under§§552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the information.Under§559.004 of the Government Code,you are also entitled to have us correct information about you that is incorrect. To ensure prompt and efficient handling of your project file we are requesting that all commitments to be presented to the Office of Civil Rights,using this basic format. 3-2016 00850-T-34 of 57 236 fDisadvantaged Business Enterprise (DBE)Program Farm SMResov.10/08) Material& Supplier Commitment Agreement Form Page 1 of 1 oro sm.: Wn This commitment is subject to the award and receipt of a signed contract from the Texas Department of Transportation for the subject project. Project#: County: Contract-CSJ: Items of material to be supplied(attach a list if more room is required): Bid Item Item Description Unit.of Unit Price Quantity Total Per Item Measure $ $ $ $ $ $ Total Commitment Amount(including attachments): $ (Manufacturer Goal Credit=100%) 1.Is the material to be supplied,modified,blended, 1. quarried or fabricated by the DBE?If Yes,please explain in detail. If you answered Yes to Question 1 above,you do not need to answer questions 2-4 (Regular Dealer Goal credit=60%) 2.Where is the DBE material supplier getting the 2. materials? 3.Where does the DBE material supplier store or 3. warehouse the material before it is delivered to the project site? 4.Whose equipment will be used to deliver the'DBE's 4. material to the project site?Explain in detail any arrangements the DBE has with other distributors, hauling firms and freight companies. IMPORTANT!The signatures of the prime contractor DBE, and the total commitment amount must always be on the same page. Prime Contractor: Name/Title(please print): Address: Signature: Phone: Fax: E-mail: Date: DBE: Name/Title(please print): Vendor No.: Address: Signature: Phone: Fax: E-mail: Date: Subcontractor(if the DBE will be a second tier sub) Name/Title(please print): Address: Signature:. Phone: Fax: E-mail: Date: The Texas Department of Transportation maintains the information collected through this form.With few exceptions,you are entitled on request,to be informed about the information that is collected about you.Under§552.021 and 552.023 of the Texas Government code,you also are entitled to receive and review the information.Under§559.004 of the Government Code,you are also entitled to have us correct information about you that is incorrect. To ensure prompt and efficient handling of your project file we are requesting that all commitments be presented to the Office of Civil Rights using this basic format. 3-2016 00850-T-35 of 57 • 237 Disadvantaged Business Enterprise (DBE) Program F°� 2228 (Rev. 8) Page 1 of 1 Substitution Request Form ortztion e/ne Project#: County: Contract-CSJ: Request Date: Prime Contractor: Date Prime determined DBE unwilling,unable or ineligible: List Previous Approved Subcontractor: Proposed Subcontractor: Bid Item Work Description Dollar Amount Remaining' Bid Item Work Description Dollar Completed Dollar Amount Amount Total$ Total$ Will termination result in a goal shortfall? ❑Yes ❑No If so,how much? Projected date Proposed Subcontractor will commence work? Reason(s)for Substitution Check Appropriate Block ❑The listed DBE is no longer in business. ❑The listed DBE requested removal. ❑The listed DBE failed or refused to perform the ❑Other issues not listed: contract or furnish the listed materials. ❑The work performed by the listed DBE was unsatisfactory and was not in accordance with the scheduled plans and specifications. Provide copy(s) of:Letter to terminate,DBE termination agreement statement or if applicable,DBE letter of voluntary removal.request. 4 r ; '" LMNSMOMAIMMR Contractor Signature ti � t � -Date -` , r 7 s -- ':-"-. S E_ + x, ,z m� m s 4 ,�e S c. t >i r v�y 1(t 7 E - r t"- s � s v y App _ �' F 4 roved ❑Rees'ted Reason > " F k r 3 t Distr><ct DBE Coardli ator Signature 0 M V- Date ;` ; Use TxDOT Form 2184 if good faith effort is applicable. 3-2016 00850-T-36 of 57 238 \ COMMERCIALLY USEFUL FUNCTION (CUF) (Rev. ) PROJECT SITE REVIEW Pagel oft Tem (CONSTRUCTION PROJECTS) of nm:pwhtlan Per 49 CFR 26.55,"A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing,managing,and supervising the work involved... A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction,contract,or project through which funds are passed in order to obtain the appearance of DBE participation..." This form is for the purposes of reviewing DBEs for compliance with the CUF requirements for credit. District field staff will perform CUF reviews on DBE subcontractors and Material Suppliers. Perform a minimum of one review for each DBE for each project with DBE goal. The review should be conducted when the DBE first begins work. Monitor compliance through the course of the project. Project ID/CSJ: TxDOT Reviewer: County: Reviewer's Title: Prime Contractor: Review Date: DBE Name: DBE is performing as: the Prime Contractor a Subcontractor❑ an other Tier Subcontractor❑ or Material Supplier. Manufacturer❑ Regular Dealer 0 Broker❑ Provide a brief description of the DBE's scope of work.(Obtain copy of Subcontract Agreement and/or Purchase Order if needed.) COMMENSURATE YES NO Is Payment received by the DBE commensurate with the work being performed? ❑ 0 PERFORMING Does the DBE have employees on the job to perform the work? ❑ 0 Does the DBE's employees only work for the DBE? Is the DBE working without assistance from the prime contractor or another subcontractor? 0 0 (Use of prime's equipment in an emergency is allowed but the cost associated with the use of the equipment cannot be credited towards the goal.) Is the DBE only using equipment it owns, rents,or leases? ❑ ❑ (Attach equipment list and all ownership documents and rental/lease agreements.) Is the DBE performing at least 30%of their work? 0 0 HAULING FIRMS Does the DBE hauling firm own or lease their trucks?(if so,obtain verification of ownership or lease documents In ❑ ❑ the name of the DBE.) Does the DBE employ drivers for trucks owned by the company?(If leased trucks include operators,this should 0 ❑ be indicated in the agreement.) Does a review of the haul tickets associated with the project indicate that hauling is being performed by 0 ❑ the DBE? . MATERIALS Does the DBE's name appear on all invoices,haul tickets,and/or bills of lading? ❑ ❑ If joint checks are used, has the District DBE Coordinator approved?(Obtain appropriate copies of TxDOT Joint ❑ ❑ Check Approval-Form 2178.) Are joint checks signed by the DBE?(Obtain canceled check copies.) ❑ 0 SUPERVISING Is the DBE supervising its employees and their work? ❑ 0 Is the supervisor a full-time employee of the DBE? ❑ CUF Does the DBE appear to be performing a Commercially Useful Function(CUF)?(If no,provide comments.) 0 ❑ If DBE is not performing a CUF,contact the OCR at 1.866-480-25.18. COMMENTS 3-2016 00850-T-37 of 57 239 DBE Trucking Credit Worksheet Form 2371 (04/10) u For Month of(Month/Year): Page 1 0f 1 it' 1,17h/worts/Ian Project: County: Prime Contractor Contract CSJ: District: DBE Hauling Firm: Name of DBE Hauling Firm Amt Paid Amt Paid to DBEs for Work Total Amt Paid to to License Plate# Unit# or Performed DBEs to Date Non-DBE For TxDOT use Only DBE Truck Owner/Operator this Month Haulers I hereby certify that the above is a true and correct statement of the amounts paid to the DBE trucking firms listed above. Signature: Date: DBE Company Official 00 c The DBE firm must send the report to the prime contractor in a timely manner. The prime contractor must then submit this form with the DBE Monthly Progress Report(MPR). H w The Texas Department of Transportation maintains the Information collected through this form.With few exceptions,you are entitled on request to be informed about the Information that we collect 00 oabout you.Under Sections 552.021 and 552.023 of the Government Code,you also are entitled to receive and review this information.Under Section 559.004 of the Government Code,you are also entitled to have us correct Information about you that is Incorrect. IN O Prime ContractorForm2184 (Rev.05/08) 1 Page 1 oft 012 Torn DBE Good Faith Effort of TninspinktIon County: CSJ#: Company Name: Company Contact: Address: Phone: Fax: E-mail: The following is a list of the types of actions that may be considered as good faith efforts.It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases, however please check all that apply in this instance. Please provide documentation for ALL instances selected. 1-1 Selected portions of work to be performed by DBEs and where appropriate, broke down contracts into economically • feasible units to facilitate DBE participation. ❑ Provided interested DBE with adequate information about plans,specifications,and requirements of the contract. Negotiated in good faith with interested DBE, not rejecting DBEs as unqualified without sound reasons based on a ❑ thorough investigation of their capabilities. 1-1 Made efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance required by TxDOT or Contractor. Made efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance ❑ or services. ❑ Advertised subcontracting opportunities in appropriate media. Used the services of minority organizations, minority contractors' groups, local state and federal minority business ❑ assistance offices and other organizations that provide assistance identifying subcontractors. ❑ Provided written notice to DBEs in sufficient time to allow the DBE to respond. (provide documentation on Pg.2) ❑ Followed up initial solicitation of interest by contacting DBE to determine interest. (provide documentation Pg.2) Describe any other.efforts not covered above that may indicate affirmative action to obtain DBE participation on this project and provide documentation. 3-2016 00850-T-39 of 57 241 Form 2184 (Rev.05/08) Page 2 of 2 If the dollar value of the goal for DBE participation in this project has not been met,the Contractor is required to complete the following questions to describe efforts to obtain DBE participation. Copies of correspondence, return receipts, telephone logs, or other documentation will be required to support good faith efforts. Please provide information for each DBE. County: CSJ#: Company Name: Indicate Specific Work or Materials (by pay item): Date Contacted: Fax: Contact Method(check all that apply): ❑ Phone ❑ Fax ❑ Mail ❑ E-mail DBE Response ❑ No Response ❑ Submitted an acceptable sub-bid ❑ Not interested: Indicate Reason(s) ❑ Needs more information: Date Prime provided requested information ❑ Will provide quote by: Date ❑ Received unacceptable sub-bid Bid Amount$ Type of Work Date: Method: ❑ Phone ❑ Fax ❑ Mail ❑ E-mail Please attach bid solicitations and all bid responses 3-2016 00850-T-40 of 57 242 Texas Department of Transportation Fo jRev o;e; DBE Monthly Progress Report Pagel oft Project: Contract CSJ: County: District: Letting Date: For Month of(Mo./Yr.): Contractor: Contract Amount: DBE Goal: % DBE Goal Dollars: ••DBE ••*$Amt Paid $Amt Paid to Non-DBE •RC Amt Paid to Vendor Name of DBE or for Work 2nd DBEs to Date For TxDOT Number Sub/Supplier Performed Tier Subs Only RN this Period and Haulers -� (X) (Y) * Race Conscious or Race Neutral. ** Goal/commitment progress report amount and/or race-neutral amount. Do notsubtract non-DBE second-tier subcontractors and haulers from this column. *** Report amount of payment DBE subcontractors paid to non-DBE subcontractors/haulers. If using a non-DBE hauling firm that leases from DBE truck owner-operators, payments made to each owner- operator must be reported separately. Any changes to the DBE commitments approved by the department must be reported to the area engineer. Submission of this report for periods of negative DBE activity is required.This report is required until all DBE subcontracting or material supply activity is completed. I hereby certify that the above is a true and correct statement of the amounts paid to the DBE firms listed above. Signature: Date: Company Official This report must be sent to the area engineer's office within 15 days following the end of the calendar month. The Texas Department of Transportation maintains the information collected through this form.With few exceptions,you are entitled on request to be Informed about the information that is collected about you.Under§§552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the information.Under§559.004 of the Government Code,you are also entitled to have us correct information about you that is.incorrecL 3-2016 00850-T-41 of 57 243 Prompt Payment Certification v 051)Form '1 ,m. Federal-Aid Projects and Pagel of 1 Projects with SBE Goals In accordance with the requirements of the DBE/SBE special provision and the prompt payment clause under Article 9.6.B and related special provisions, submit this certification form to the Engineer prior to the end of the month following the month payments were received from the department and the month following the month when final acceptance occurred, at the end of the project. (Final submission may be made prior to final acceptance if all subcontractor work and supplier material furnished for the project is complete and the subcontractors and suppliers final payments have been made in full.)The Engineer may withhold payments or suspend work for failure to submit this form or provide prompt payment in accordance with the contract.This certification is applicable to materials the Contractor purchases to remain as part of the final project and to first tier subcontractors on the project and associated project specific locations. (Subcontractors and suppliers are to comply with the prompt payment requirements.) Certification "1 certify that to the best of my knowledge and with the exception of those subcontractors or suppliers listed below, all subcontractors and suppliers have been paid in accordance with the contract(10 days after receiving payment for the work performed by the subcontractor)and that any retainage held on a subcontractor or supplier's work has been released within 10 days after satisfactory completion of all of the subcontractors'or suppliers'work." Project Number: CCSJ: Estimate Period: or Month Year Final Subcontractor and Supplier Payment Date Signature Title Date Printed Name: The following firms have not been paid for reasons listed: Firm *Reason for Non-Payment *Only reasons based on dispute on subcontractor or supplier noncompliance may be accepted. This certification is for the department's information only and does not place any obligations on the part of the department with regard to any part,including but not limited to,any subcontractor and Contractor's surety. The Texas Department of Transportation maintains the Information collected through this farm.With few exceptions,you are entitled on request to be Informed about the information that we collect about you.Under Sections 552.021 and 552.023 of the Government Code,you also are entitled to receive and review this Information. Under Section 559.004 of the Government Cade,you are also entitled to have us correct Information about you that is Incorrect. 3-2016 00850-T-42 of 57 244 F° " 0DBE Prime Contractor Payments (Rev.05/OB1 to Non-DBE Subcontractors Pagel oft Project: Contract C51: County: District: Letting Date: For Month of(Mo./Yr.): Contractor: Contract Amount Name of Non-DBE Subcontractor $Amount Paid This Total$Amount Paid to Period Date Send this report to the District DBE Coordinator.Report is due within 15 days following the end of each calendar month. Signature: Date: Company Official The Texas Department of Transportation maintains the information collected through this form.With few exceptions,you are entitled on request to be informed about the information that is collected about you.Under§§552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the information.Under§559.004 of the Government Code,you are also entitled to have us correct information about you that is incorrect. 3-2016 00850-T-43 of 57 245 DBE Final Re OIL FormSMSA904 p (Rev.09H0) Page 1 oft yoo f bansportatton The DBE final report form should be filled out by the contractor and submitted to the appropriate district office upon completion of the project. One copy of the report must be submitted to the area engineer's office. The report should reflect all DBE activity on the project. The report will aid in expediting the final estimate for payment. If the DBE goal requirements were not met, documentation supporting good faith efforts must be submitted. Project: Contract CSJ: County: Control Project: Letting Date: DBE Goal: Contractor: Contract Amount: Vendor Name of DBE c� DBE Goal—Total Amount Paid to Non-DBE TxDOT Number Sub/Supplier RN* Amount Paid to Datet 2nd Tier Subs&Haulers Use Only, * Race-Conscious or Race-Neutral. t Goal/commitment progress report amount and/or race-neutral amount. Do not subtract non-DBE second-tier subcontractors and haulers from this column. $ DBE subcontractors paid to non-DBE subcontractors/haulers. Was there a project under-run caused by a TxDOT change order that impacted DBE Goal attainment? Yes ❑No Change Order Number This is to certify that %of the work was completed by Disadvantaged Business Enterprises as stated above. • By Per: Name of General Contractor Contractor's Signature Subscribed and sworn to before me,this day of ,A.D. Notary Public County My commission expires: The Texas Department of Transportation maintains the information collected through this form.With few exceptions,you are entitled on request, r \ to be informed about the information that is collected about you.Under§§552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the information.Under§559.004 of the Government Code,you are also entitled to have us correct information about you that is incorrect. 3-2016 00850-T-44 of 57 246 Equipment Rental Rates General Federal regulations address participation in equipment owned or rented by the contractor and used in force account work. Specified cost accounting principles must be used to develop the rates. Ineligible costs included use of contingencies, replacement cost escalator factors, and premium rental rates for rental periods less than one month. Federal policy requires that actual costs be used to determine extra work payments; however, actual equipment costs are usually not readily available. Therefore,the FHWA permits an LG to specify the acceptable rate guides in construction contracts. The LG may also include any equipment rate schedules developed in conformance with the Federal cost principles and the FHWA policy. The Federal cost principles applicable to rental rates for contractor furnished equipment are contained in 48 CFR, Part 31.The provisions in 2 CFR 225 apply when LG-owned equipment is used. Rental Rate Guides: An LG may, subject to TxDOT concurrence, adopt the Blue Book or other industry rate guide,or it may develop its own guide.The LG must make the determination that the equipment rental rates developed or adopted fairly estimate a contractor's actual cost to own and operate the equipment within its jurisdiction.TxDOT must review and approve the LG's rates for compliance with the policy before including the rates in a contract proposal. Adjustment Factors: Equipment is not expected to operate for 12 consecutive months. Maps at the beginning of each Blue Book equipment section indicate adjustment factors based on climate and regional costs. Rate adjustment tables indicate adjustment factors based on equipment age. The adjustment factors in the maps and tables are to be applied when determining the eligible rate. Maximum Rate: The Blue Book adjusted rates cover all eligible equipment related costs. Therefore, they are considered to be the maximum eligible rates for Federal-aid participation purposes. Hourly Rates:The developer of the Blue Book accumulates all contractor costs for owning a piece of equipment on an hourly basis. The monthly rate displayed in the rental guide is determined by multiplying the accumulated hourly costs by the monthly standard of 176 hours. Therefore, for periods of equipment use less than the standard 176 hours per month, Federal-aid participation shall be limited to the hourly rate obtained by dividing the monthly rate by 176. Premium rates contained in the rate guides shall not be used. Standby Equipment Rates: The contractor continues to incur certain ownership costs when equipment is required to be on standby. The use of a standby rate is appropriate when equipment has been ordered to be available for force account work but is idle for reasons that are not the fault of the contractor.While an industry standard does not exist for standby rates,it has been the normal practice of the courts to reduce published ownership rental guide rates by 50 percent for standby rate usage. Therefore, the FHWA will accept 50 percent of the ownership rental rates of an 3-2016 00850-T-45 of 57 247 approved guide as the standby rate in lieu of a contractor's actual standby costs. There should be no operating costs included in the rate used and standby time should not exceed 8 hours per day, 40 hours per week, or the annual usage hours as established by the rate guide. Mobilization: The costs required to mobilize and demobilize equipment not available on the project are eligible for reimbursement. Standby rates should be used for equipment while being hauled to and from the project. This will be in addition to applicable rates for the hauling equipment.All costs associated with the assembly and disassembly of the equipment for transport should also be considered in the mobilization costs. Overhead:Equipment overhead includes such items as insurance,property taxes,storage,licenses and record keeping. The Blue Book rates include all equipment overhead costs. Therefore, if a contractor proposes to apply project or home office overhead to a Blue Book rate, the LG must assure that it contains no equipment overhead cost factors. TxDOT will determine the reasonableness of such a rate. Profit:There is no provision for equipment rental profit in the Blue Book published rates.Federal regulations do not prohibit the addition of an amount for profit. If an LG has a policy for the payment of profit, it should be followed on Federal-aid contracts. If a profit amount is used, TxDOT will determine reasonableness based on experience. Contractor Leased Equipment:When a contractor obtains equipment through a third party rental agreement for use in a force account situation, the cost will normally be the invoice cost. The invoice cost should be comparable with other rental rates of the area. The Associated Equipment Distributors (AED) Rental Rate and Specifications may be used to evaluate the costs for such equipment rental. Since rental agreements vary,the specific operating costs included in the rental agreement may need to be determined. The contractor may be reimbursed for additional eligible operating costs not covered by the agreement(i.e., fuel, lubrication, field repairs, etc); however, equipment standby time will not be reimbursed. The AED book is not acceptable as a rate guide for contractor owned equipment. The AED rates are based on national averages of rates charged by equipment distributors and do not reflect the contractor's cost of owning and operating the equipment. • 3-2016 00850-T-46 of 57 248 Certification Regarding Lobbying Certification For Contracts,Grants,Loans,And Cooperative Agreements The undersigned certifies,to the best of his or her knowledge and belief,that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of an agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract,grant,loan,or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a`Member of Congress in connection with this Federal contract,grant,loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying,"in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants,loans,and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into.Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352,title 31,U.S.Code.Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. Signature/Authorized Certifying Official Typed Name and Title Applicant/Organization Date Signed 3-2016 00850-T-47 of 57 249 Statement for Loan Guarantees and Loan Insurance The undersigned states,to the best of his or her knowledge and belief,that: If any funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress, or an employee of a Member of Congress in connection with this commitment providing for the United States to insure or guarantee a loan, the undersigned shall complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying,"in accordance with its instructions.Submission of this statement is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required statement shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. Signature/Authorized Certifying Official Typed Name and Title Applicant/Organi7ation Date Signed 3-2016 00850-T-48 of 57 250 � 1 Non-Collusion Statement General. The submission of a non-collusion statement protects the integrity of the Federal-aid highway program by serving as a deterrent to bid rigging activities.The certification also becomes evidence in prosecuting cases involving construction contract bid rigging. A non-collusion statement is required from all bidders and is to be submitted as part of the bid proposal package. Failure to submit the required certification will result in the bid being considered as non-responsive and ineligible for award consideration. The LG must include provisions in the bidding proposals that require all bidders to include a non- collusion statement with their bid.The FHWA,in consultation with the U.S.Department of Justice (USDOJ), has concluded that the non-collusion statement may be either an unsworn declaration made under penalty of perjury under the laws of the United States, or a sworn affidavit executed and sworn before a person who is authorized to administer oaths by the laws of the State. All non-collusion certifications shall be retained by the LG in accordance with the retention policy of 49 CFR 18.42.These certifications could serve as important evidence in the event that collusion or bid rigging is discovered at a later date. If for any reason, a person feels that fraud has occurred, they should contact the nearest USDOT Office of Inspector General (OIG) office. The OIG maintains a fraud hotline at 1-800-409-9926 or http://oig.state.gov/hotlinel.This may be based on a suspicion or actual evidence of fraud.waste and abuse in any project funded by FHWA. • 3-2016 00850-T-49 of 57 251 r� AFFIDAVIT THE STATE OF TEXAS OWNER Before me,the undersigned authority,on this day personally appeared who being by me duly sworn upon oath says: that he is duly qualified and authorized to make this affidavit for and on behalf of ("Contractor"), of and is fully cognizant of the fact herein set out: that Contractor has not, either directly or indirectly,entered into any agreement with OWNER in any collusion:or otherwise taken any action in restraint of free competitive bidding in connection with the contract for the above referenced project. NAME TITLE SWORN TO AND SUBSCRIBED BEFORE ME by the said ,this day of ,20 ,to certify which witness my hand and seal of office. NOTARY PUBLIC in and for State of Printed Name: My Commission Expires 3-2016 00850-T-50 of 57 252 PAYROLL VERIFICATION INFORMATION 1. Payroll will be verified by a City of Pearland Representative. Certification of payment will be compared with payroll figures upon completion of project. To minimize time in payment of job, the General Contractor can send a certified letter to the effect upon receipt of certification of payment, they will be made available for comparison, and if any discrepancies are found,the necessary adjustments will he made. 2. Submit certified payroll for each week. If no work is being performed, submit a certified payroll weekly stating "No Work Performed this Period". A certified payroll stating"No Work Performed until Further Notice"is not acceptable for this project. 3. Number payrolls consecutively starting with#1 for first month worked. 4. Only one copy of each payroll is required. 5. Include the City of Pearland Contract Purchase Order number and job description on each payroll. 6. Show each employee working on project and his work classification (carpenter, pipe fitter, roofer, etc.). Consult classification and minimum wage schedule in the Prevailing Wage Rate for Engineering Construction in the City of Pearland,in Contract Specifications. 7. On payroll,indicate if fringe benefits(as shown on the City of Pearland Wage Scale)are paid to approve plans,funds, or programs;or if they are paid in cash to the employee. (In case of cash payment of fringe benefits, show the base rate+fringe benefits—5.00/6.75.) 8. Show the number of hours worked in each month and/or week. 9. Indicate gross salary,deductions,net salary,and check number issued. 10. Contractor is to submit payroll sheets for each contract he has with the City of Pearland. 11. Show"Final"on last payroll submitted. 12. General Contractor is responsible for sub-contractors submittal of correct payrolls each week. He can only be assured of this by insisting that subcontractor payrolls be submitted to him,not to the City of Pearland. 13. Sub-contractors'payroll to be monitored by prime Contractor in complying to prevailing wage rates. 3-2016 00850-T-51 of 57 253 ;r— Prison Produced Materials General. There are limitations on using materials produced by convict labor in a Federal-aid Highway project.Materials produced after July 1, 1991 by convict labor may only be incorporated in a Federal-aid highway construction project if: • Such materials have been produced by convicts who are on parole, supervised release, or probation from a prison; or • Such material has been produced in a qualified prison facility (e.g. prison industry, with the amount produced during any 12-month period) for use in Federal-aid projects, not exceeding the amount produced, for such use, during the 12-month period ending July 1, 1987. Texas does not have a qualified prison facility meeting the requirements of the regulation. 3-2016 00850-T-52 of 57 254 Railroad Insurance Provision General Contractors are required to purchase railroad protective liability insurance when work under the contract is located in whole or in part within railroad right-of-way.The insurance is for the benefit of the railroad.The requirement to provide the insurance is located at 23 CFR 646.107. The standards for railroad protective insurance established at 23 CFR 646.109 and 646.111 must be adhered to the extent permitted by the insurance laws of the State. Listed below are the types of coverage required by 23 CFR 646.109: 1. Coverage shall be limited to damage suffered by the railroad on account of occurrences arising out of the work of the contractor on or about the railroad right-of-way,independent of the railroad's general supervision or control, except as noted in§ 646.109(b)(4). 2. Coverage shall include: a. Death of or bodily injury to passengers of the railroad and employees of the railroad not covered by State workmen's compensation laws; b. Personal property owned by or in the care, custody or control of the railroads; c. The contractor, or any of his agents or employees who suffer bodily injury or death as the result of acts of the railroad or its agents,regardless of the negligence of the railroad; d.Negligence of only the following classes of railroad employees: (i) Any supervisory employee of the railroad at the job site; (ii) Any employee of the railroad while operating, attached to, or engaged on, work trains or other railroad equipment at the job site which are assigned exclusively to the contractor;or (iii) Any employee of the railroad not within(b)(4)(i) or(ii)who is specifically loaned or assigned to the work of the contractor for prevention of accidents or protection of property, the cost of whose services is borne specifically by the contractor or governmental authority. The amounts of coverage required by 23 CFR 646.111 is as follows: 1. The maximum dollar amounts of coverage to be reimbursed from Federal funds with respect to bodily injury,death and property damage is limited to a combined amount of$2 million per occurrence with an aggregate of$6 million applying separately to each annual period except as provided in paragraph(b)of this section. 3-2016 00850-T-53 of 57 255 2. In cases involving real and demonstrable danger of appreciably higher risks, higher dollar amounts of coverage for which premiums will be reimbursable from Federal funds shall be allowed.These larger amounts will depend on circumstances and shall be written for the individual project in accordance with standard underwriting practices upon approval of TxDOT. 3-2016 00850-T-54 of 57 256 SBE Monthly Progress Report P0(Rev 4ri000s lam` (GSD-EPC) AprPage 1 of 1 oepwnm o/hutgnrfafbn Project: Contract CSJ: County: District: Letting Date: For Month of: (Mo./Yr.): Contractor: Contract Amount: SBE Goal: % SBE Goal Dollars Vendor Name of SBE *SBE, DBE, *SBE$Amt. Pd.for Amt. Pd.to SBE to Number Sub/Supplier HUB, DH Type of Work Work Performed this Date Period * Include payments to all certified SBEs, DBEs, HUBs and DBE/HUBs. (Code S=SBE; D=DBE; H=HUB; DH=both DBE and HUB.) If using a non-SBE hauling firm that leases from SBE truck owner-operators, payments made to each owner- operator must be reported separately. Any changes to the SBE commitments previously approved by the department must be reported to the area engineer. For projects with assigned SBE Goals, submission of this report for periods of negative SBE activity is required.. This report is required until all SBE subcontracting or material supply activity is completed. I hereby certify that the above is a true and correct statement of the amounts paid to the SBE firms listed above. Signature: Date: Company Official This report must be sent to the area engineer's office within 15 days following the end of the calendar month. The Texas Department of Transportation maintains the Information collected through this form.With few exceptions,you are entitled on request, to be informed about the information that is collected about you.Under§§552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the information.Under§559.004 of the Government Code,you are also entitled to have us correct information about you that is incorrect. 3-2016 00850-T-55 of 57 257 TxDOT 1560 • CERTIFICATE OF INSURANCEP°""1/;0 1 (Rev. 56 Previous eortions'of Inis form may not be used: 47: Page 1 oft d Agents should complete the form providing all requested Information then either fax or mail this form*petty to the address listed on page two of this form.Copies of endorsements listed below are not required as attachments to this certificate. -This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does notconfer any rights or obligations other than the rights end obligations conveyed by the petioles referenced on this certificate.The terms of the policies refereeced in this certificate control over.the terms of the certificate. , Insured: Street/Mailing Address City/State/Zip: Phone Number: (JJ) - WORKERS'COMPENSATION INSURANCE COVERAGE: Endorsed with a Waiver of Subrogation in favor of TxDOT. • Carrier Name Carrier Phone# 4b I Address: City,.State,Zip y Number Type.of Insurance Policy Effective Date Explratlon Date Limits of Liability: Workers'Compensation Not Less Than: Statutory=Texas COMMERCIAL GENERAL LIABILITY INSURANCE: Carrier Name Carrier Phone#. -0 Address `,. City,State,Zip Type of Insurance: Policy.Number. Effective Date: Expiration Date: Limits of Liability: Commercial General Not Less Than: Liability Insurance $600,000 eachoccurrence BUSINESS AUTOMOBILE POLICY: Carrier Name: Carrier Phone# ( Address: City,State,Zip F a Type of Insurance: Policy Number. Effective Date`_ Expiration Date: Limits of Liability: Business Automobile Policy Not Less Than: $600,000 combined_single limit UMBRELLA POLICY(if applicable): • Carrier Name Carrier Phone# Address City,State,Zip Type of insurance: Policy Number. Effective Date: Expiration:Date: _Limits of Liability: Umbrella Policy Should any of the above described policies be cancelled before the expiration date thereof,notice will be'delivered in_accordance with the:policy provisions. THIS IS TO CERTIFY to the Texas Department of Transportation acting on behalf of the State of Texas that the insurance policies named are in full force and effect.If this form is sent by facsimile Machine(fax),the sender adopts the document received by TxDOT asa duplicate.original and adopts the signature produced by the receiving fax machine es the senders original signature. Agency Name Address City,State,Zip Code Authorized Agent's Phone Number Authorized Agent Original Signature Date The Texas Department of Transportation maintains the Information collected through this form. With few exceptions,you are entitled On request to be informed about the information that wecollectabout you.Under§§552.021 and 552.023 of the Texas Government Code,you also are entitled to receive and review the Information.Under§S5.9.004 of the Govemment Code,you are also entitled to have us correct Information about you that is Incorrect. Fax completed form to:512/416-2536 3-2016 00850-T-56 of 57 258 Folin 1560 (Rev.07/12) Page 2 of 2 NOTES TO AGENTS: Agents must provide all requested information then either fax or mail this form directly to the address listed below. Pre-printed limits are the minimum required; if higher limits are provided by the policy, enter the higher limit amount and strike-through or cross-out the pre-printed limit. To avoid work suspension, an updated insurance form must reach the address listed below one business day prior to the expiration date. Insurance must be in force in order to perform any work. Binder numbers are not acceptable for policy numbers. The certificate of insurance, once on file with the department, is adequate for subsequent department contracts provided adequate coverage is still in effect.Do not refer to specific projects/contracts on this form. List the contractor's legal company name, including the DBA (doing business as) name as the insured. If a staff leasing service is providing insurance to the contractor/client company, list the staff leasing service as the insured and show the contractor/client company in parenthesis. The TxDOT certificate of insurance form is the only acceptable proof of insurance for department contracts. List the contractor's legal company name,including the DBA(doing business as)name as the insured or list both the contractor and staff leasing service as insured when a staff leasing service is providing insurance. Over-stamping and/or over-typing entries on the certificate of insurance are not acceptable if such entries change the provisions of the certificate in any manner. This form may be reproduced. DO NOT COMPLETE THIS FORM UNLESS THE WORKERS'COMPENSATION POLICY IS ENDORSED WITH A WAIVER OF SUBROGATION IN FAVOR OF TXDOT. The SIGNATURE of the agent is required. CERTIFICATE OF INSURANCE REQUIREMENTS: WORKERS'COMPENSATION INSURANCE: The contractor is required to have Workers' Compensation Insurance if the contractor has any employees including relatives. The word STATUTORY, under limits of liability, means that the insurer would pay benefits allowed under the Texas Workers'Compensation Law. GROUP HEALTH or ACCIDENT INSURANCE is not an acceptable substitute for Workers'Compensation. COMMERCIAL GENERAL LIABILITY INSURANCE: MANUFACTURERS'or CONTRACTOR LIABILITY INSURANCE is not an acceptable substitute for Comprehensive General Liability Insurance or Commercial General Liability Insurance. BUSINESS AUTOMOBILE POLICY: If coverages are specified separately,they must be at least these amounts: Bodily Injury $500,000 each occurrence $100,000 each occurrence Property Damage $100,000 for aggregate PRIVATE AUTOMOBILE LIABILITY INSURANCE is not an acceptable substitute for a Business Automobile Policy. MAIL ALL CERTIFICATES TO: Texas Department of Transportation CST—Contract Processing Unit(RA/200-1st FI.) 125 E.11th Street. Austin,TX 78701-2483 512/416-2540(Voice),512/416-2536(Fax) Contact/Help • 3-2016 00850-T-57 of 57 259 000-002L Special Provision to Item 000 Nondiscrimination 1. DESCRIPTION All recipients of federal financial assistance are required to comply with various nondiscrimination laws including Title VI of the Civil Rights Act of 1964,as amended,(Title VI).Title VI forbids discrimination against anyone in the United States on the grounds of race,color,or national origin by any agencyreceiving federal funds. Owner,as a recipient of Federal financial assistance,and under Title VI and related statutes,ensures that no person shall on the grounds of race,religion(where the primary objective of the financial assistance is to provide employment per 42 U.S.C.§2000d-3),color,national origin,sex,age or disability be excluded from participation in,be denied the benefits of,or otherwise be subjected to discrimination under any of Owner's programs or activities. 2. DEFINITION OF TERMS Where the term"contractor'appears in the following six nondiscrimination clauses,the term"contractor'is understood to include all parties to contracts or agreements with the Owner. 3. NONDISCRIMINATION PROVISIONS During the performance of this contract,the contractor agrees as follows: 3.1. Compliance with Regulations.The Contractor shall comply with the Regulations relative to nondiscrimination in Federally-assisted programs of the Department of Transportation(hereinafter,"DOT") Title 49, Code of Federal Regulations,Part 21,as they may be amended from time to time,(hereinafter referred to as the Regulations),which are herein incorporated by reference and made a part of this contract. 3.2. Nondiscrimination.The contractor,with regard to the work performed by it during the contract,shall not discriminate on the grounds of race,color,or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment.The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations,including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3.3. Solicitations for Subcontracts,Including Procurements of Materials and Equipment:In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract,including procurements of materials or leases of equipment,each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race,color,or national origin. 3.4. Information and Reports:The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto,and shall permit access to its books,records,accounts, other sources of information,and its facilities as may be determined by the Owner or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations,orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Owner or the Texas Department of Transportation as appropriate,and shall set forth what efforts it has made to obtain the information. 1 09-14 Statewide 260 000-002L 3.5. Sanctions for Noncompliance. In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract,the Owner shall impose such contract sanctions as it,the Owner may determine to be appropriate,including,but not limited to: • withholding of payments to the contractor under the contract until the contractor complies,and/or • cancellation,termination or suspension of the contract,in whole or in part. 3.6. Incorporation of Provisions.The contractor shall include the provisions of paragraphs(3.1)through(3.6)in every subcontract,including procurements of materials and leases of equipment,unless exempt by the Regulations,or directives issued pursuant thereto.The contractor shall take such action with respect to any subcontract or procurement as the Owner may direct as a means of enforcing such provisions including sanctions for non-compliance:provided,however that,in the event a contractor becomes involved in,or is threatened with,litigation with a subcontractor or supplier as a result of such direction,the contractor may request the Owner to enter into such litigation to protect the interests of the Owner,and,in addition,the contractor may request the United States to enter into such litigation to protect the interests of the United States. • 2 09-14 Statewide 261 000-003L Special Provision to Item 000 Certification of Nondiscrimination in Employment 1. GENERAL By signing this proposal,the Bidder certifies that Bidder has participated in a previous contract or subcontract subject to the equal opportunity clause,as required by Executive Orders 10925, 11114,or 11246,or if Bidder has not participated in a previous contract of this type,or if Bidder has had previous contract or subcontracts and has not filed,Bidder will file with the Joint Reporting Committee,the Director of the Office of Federal Contract Compliance,a Federal Government contracting or administering agency,or the former President's Committee on Equal Employment Opportunity,all reports due under the applicable filing requirements. Note—The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor(41 CFR 60-1.7(b)(1)),and must be submitted by Bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause.Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5.(Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently,Standard Form 100(EEO-1)is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance,U.S.Department of Labor. 1 09-14 Statewide 262 000.004L Special Provision to Item 000 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. GENERAL In addition to the affirmative action requirements of the Special Provision titled"Standard Federal Equal Employment Opportunity Construction Contract Specifications"as set forth elsewhere in this proposal,the Bidder's attention is directed to the specific requirements for utilization of minorities and females as set forth below. 2. GOALS 2.1. Goals for minority and female participation are hereby established in accordance with 41 CFR 60-4. 2.2. The goals for minority and female participation expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in the covered area are as follows: Goals for minority participation Goals for female participation in each trade,% in each trade,% See Table 1 6.9 2.3. These goals are applicable to all the Contractor's construction work(whether or not it is Federal or federally assisted)performed in the covered area.If the Contractor performs construction work in a geographical area located outside of the covered area,it will apply the goals established for such geographical area where the work is actually performed.With regard to this second area,the Contractor also is subject to the goals for both its federally involved and non-federally involved construction.The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 will be based on its implementation of the Standard Federal Equal Employment Opportunity Construction Contract Specifications Special Provision and its efforts to meet the goals.The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract,and in each trade,and the Contractor must make a good faith effort to employ minorities and women evenly on each of its projects.The transfer of minority and female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals will be a violation of the Contract,the Executive Order and the regulations in 41 CFR Part 60-4.Compliance with the goals will be measured against the total work hours performed. 2.4. A Contractor or subcontractor will be considered in compliance with these provisions by participation in the Texas Highway-Heavy Branch,AGC,Statewide Training and Affirmative Action Plan.Provided that each Contractor or subcontractor participating in this plan must individually comply with the equal opportunity clause set forth in 41 CFR 60-1.4 and must make a good faith effort to achieve the goals set forth for each participating trade in the plan in which it has employees.The overall good performance of other Contractors and subcontractors toward a goal in an approved plan does not excuse any covered Contractor's or subcontractor's failure to make good faith efforts to achieve the goals contained in these provisions. Contractors or subcontractors participating in the plan must be able to demonstrate their participation and document their compliance with the provisions of this Plan. 3. SUBCONTRACTING The Contractor must provide written notification to the Owner within 10 working days of award of any construction subcontract in excess of$10,000 at any tier for construction work under the Contract resulting from this solicitation pending concurrence of the Owner in the award.The notification will list the names, 1 263 000.004L address and telephone number of the subcontractor;employer identification number;estimated dollar . amount of the subcontract;estimated starting and completion dates of the subcontract;and the geographical area in which the Contract is to be performed. 4. COVERED AREA As used in this special provision,and in the Contract resulting from this solicitation,the geographical area covered by these goals for female participation is the State of Texas.The geographical area covered by these goals for other minorities are the counties in the State of Texas as indicated in Table 1. 5. REPORTS The Contractor is hereby notified that he may be subject to the Office of Federal Contract Compliance Programs(OFCCP)reporting and record keeping requirements as provided for under Executive Order 11246 as amended.OFCCP will provide direct notice to the Contractor as to the specific reporting requirements that he will be expected to fulfill. Table 1 Goals for Minority Participation County Participation,% County Participation,% Anderson 22.5 Chambers 27.4 Andrews 18.9 Cherokee 22.5 Angelina 22.5 Childress 11.0 Aransas 44.2 Clay 12.4 Archer 11.0 Cochran 19.5 Armstrong 11.0 Coke 20.0 Atascosa 49.4 Coleman 10.9 Austin 27.4 Collin 18.2 Bailey 19.5 Collingsworth 11.0 Bandera 49.4 Colorado 27.4 Bastrop 24.2 Carnal 47.8 Baylor 11.0 Comanche 10.9 Bee 44.2 Concho 20.0 Bell 16.4 Cooke 17.2 Bexar 47.8 Coryell 16.4 Blanco - 24.2 Cottle 11.0 Borden 19.5 Crane 18.9 Bosque 18.6 Crockett 20.0 Bowie 19.7 Crosby 19.5 Brazoria 27.3 Culberson • 49.0 Brazos 23.7 Dallam 11.0 Brewster 49.0 Dallas 18.2 Briscoe 11.0 Dawson 19.5 Brooks 44.2 Deaf Smith 11.0 Brown 10.9 Delta 17.2 Burleson 27.4 Denton 18.2 Burnet 24.2 DeWitt 27.4 Caldwell 24.2 Dickens 19.5 Calhoun 27.4 Dimmit 49.4 Callahan 11.6 Donley 11.0 Cameron 71,0 Duval 44.2 Camp 20.2 Eastland 10.9 Carson 11.0 Ector 15.1 Cass 20.2 Edwards 49.4 Castro 11.0 Ellis 18.2 2 • 264 • N CD N J V co co O O O 0 0 O N CO O L.0 N CO N Ln CO (NI d' co co O N N 0) CO LC) a-) co O O L- -cr. 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Ll C7C7 C -010700007C7C.7C722222222222222222222SSS.= -D 3�-» YYY CD 0 m m g c o gm go 37-77o o m m t11 CO 0 c c 0 0 0 CD CD CD CD D) 0 .0 Cn' „ „ 3 -' CD 0 CO c O'7 7 > > 7 in o 7 7 C CD O• N o CD O = CD _ (D � 0 0' g CD cn D 5 �c- N PC'`L CD CD O.G TJ [n 7 = CnCi3 m o CD m c c = g CD a o o CD CD -13 CD --+ V NN N N ?N N NN ND --�N ? COO -'Oo•-OOO O NUJ GJ N O 000 -�:J N N N O oo �I -P Co O CO X10 CT O CJ) N O O CO O CO CO N) 01 OCT CO CD O O ?U, CO CT O N •P O N) CO N) ? N 0 7 'a NNS < * * * * ** * * ** * < <ccc -1- --1 -I -IXl d = (eCoJv o 5nO ocu m o< ac0W _ Q. c) Oeocr, m 1:0cc• < 3 J7- 0 c CD <d •= (O N m o= ntp c 0 v JJs 4,? JNA ?NN CJD JJ-N N) N 4,4, N N ND IV N - N � CO CD cD N) 0) Co CO 4,N-N --4v v CO - �l v J CO CO CO N N v :1, CO O O O'O A? C . C7 Ci CT N CD?— CDC7 - CD A0) •0. COO)•A?NAA CDin0) .P — NN CO Ow O zsZ O CD O O d1 r N C) 000.005L Special Provision to Item 000 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. GENERAL 1.1. As used in these specifications: • "Covered area"means the geographical area described in the solicitation from which this Contract resulted; • "Director"means Director,Office of Federal Contract Compliance Programs,United States Department of Labor,or any person to whom the Director delegates authority; • "Employer identification number"means the Federal Social Security number used on the Employer's Quarterly Federal Tax Retum,U.S.Treasury Department Form 941. ■ "Minority"includes: • Black(all persons having origins in any of the Black African racial groups not of Hispanic origin); • Hispanic(all persons of Mexican,Puerto Rican,Cuban,Central or South American or other Spanish Culture or origin,regardless of race); • Asian and Pacific Islander(all persons having origins in any of the original peoples of the Far East, Southeast Asia,the Indian Subcontinent,or the Pacific Islands);and • American Indian or Alaskan Native(all persons having origins in any of the original peoples of North American and maintaining identifiable tribal affiliations through membership and participation or community identification). 1.2. Whenever the Contractor,or any Subcontractor at any tier,subcontracts a portion of the work involving any construction trade,it will physically include in each subcontract in excess of$10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this Contract resulted. 1.3. If the Contractor is participating(pursuant to 41 CFR 60-4.5)in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association,its affirmative action obligations on all work in the Plan area(including goals and timetables)will be in accordance with that plan for those trades which have unions participating in the Plan.Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan.Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the equal employment opportunity(EEO)clause,and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees.The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 1.4. The Contractor will implement the specific affirmative action standards provided in Section 1.7.1.through Section 1.7.16.of these specifications.The goals set forth in the solicitation from which this Contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area.Covered construction Contractors performing Contracts in geographical areas where they do not have a Federal or federally assisted construction Contract will apply the minority and female goals established for the geographical area where the Contract is being performed.Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Office of Federal Contract Compliance Programs office or any Federal procurement contracting officer.The 267 000.005L Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. 1.5. Neither the provisions of any collective bargaining agreement,nor the failure by a union with whom the Contractor has a collective bargaining agreement,to refer either minorities or women will excuse the Contractor's obligations under these specifications,Executive Order 11246,or the regulations promulgated pursuant thereto. 1.6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period,and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training,subject to the availability of employment opportunities.Trainees must be trained pursuant to training programs approved by the U.S.Department of Labor. 1.7. The Contractor will take specific affirmative actions to ensure equal employment opportunity.The evaluation of the Contractor's compliance with these specifications will be based upon its effort to achieve maximum results from its actions.The Contractor will document these efforts fully,and will implement affirmative action steps at least as extensive as the following: 1.7.1. Ensure and maintain a working environment free of harassment,intimidation,and coercion at all sites,and in all facilities at which the Contractor's employees are assigned to work.The Contractor,where possible,will assign two or more women to each construction project.The Contractor will specifically ensure that all foremen,superintendents,and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment,with specific attention to minority or female individuals working at such sites or in such facilities. 1.7.2. Establish and maintain a current list of minority and female recruitment sources,provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available,and maintain a record of the organizations'responses. 1.7.3. Maintain a current file of the names,addresses and telephone numbers of each minority and female off-the- street applicant and minority or female referral from a union,a recruitment source or community organization and of what action was taken with respect to each such individual.If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or,if referred,not employed by the Contractor,this will be documented in the file with the reason therefor,along with whatever additional actions the Contractor may have taken. 1.7.4. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor,or when the Contractor has other information that the union referral Process has impeded the Contractor's efforts to meet its obligations. 1.7.5. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women,including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs,especially those programs funded or approved by the U.S. Department of Labor.The Contractor will provide notice of these programs to the sources compiled under 7b above. 1.7.6. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations;by including it in any policy manual and Collective bargaining agreement;by publicizing it in the company newspaper,annual report,etc.;by specific review of the policy with all management personnel and with all minority and female employees at least once a year;and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. 1.7.7. Review,at least annually,the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring,assignment,layoff,termination or other 2 268 000-005L employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents,General Foremen,etc.,before the initiation of construction work at any job site.A written record must be made and maintained identifying the time and place of these meetings,persons attending, subject matter discussed,and disposition of the subject matter. 1.7.8. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media,and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. 1.7.9. Direct its recruitment efforts,both oral and written,to minority,female and community organizations,to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs.Not later than one month before the date for the acceptance of applications for apprenticeship or other training by any recruitment source,the Contractor will send written notification to organizations such as the above,describing the openings, screening procedures,and tests to be used in the selection process. 1.7.10. Encourage present minority and female employees to recruit other minority persons and women and,where reasonable,provide after school,summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. 1.7.11. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 1.7.12. Conduct,at least annually,an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for,through appropriate training,etc.,such opportunities. 1.7.13. Ensure that seniority practices,job classifications,work assignments and other personnel practices,do not have a discriminatory effect by continually monitoring all personnel and employment-related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. 1.7.14. Ensure that all facilities and company activities are non-segregated except that separate or single-user toilet and necessary changing facilities will be provided to assure privacy between the sexes. 1.7.15. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers,including circulation of solicitations to minority and female contractor associations and other business associations. 1.7.16. Conduct a review,at least annually,of all supervisors'adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 1.8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations(Section 7.1.through Section 7.16.).The efforts of a contractor association,joint contractor-union,contractor-community,or other similar group of which the Contractor is a member and participant,may be asserted as fulfilling any one or more of its obligations under Section 7.1. through Section 7.16.of these Specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry,ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation,makes a good faith effort to meet its individual goals and timetables,and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor.The obligation to comply,however,is the Contractor's and failure of such a group to fulfill an obligation will not be a defense for the Contractor's noncompliance. 1.9. A single goal for minorities and a separate single goal for women have been established.The Contractor, ` however,is required to provide equal employment opportunity and to take affirmative action for all minority groups,both male and female,and all women,both minority and non-minority.Consequently,the Contractor 3 269 000.005L may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner(for example,even though the Contractor has achieved its goals for women generally,the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 1.10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race,color,religion,sex,or national origin. 1.11. The Contractor will not enter into any Subcontract with any person or firm debarred from Government Contracts pursuant to Executive Order 11246. 1.12. The Contractor will carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause,including suspension,termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246,as amended,and its implementing regulations,by the Office of Federal Contract Compliance Programs.Any Contractor who fails to carry out such sanctions and penalties will be in violation of these specifications and Executive Order 11246,as amended. 1.13. The Contractor,in fulfilling its obligations under these specifications,will implement specific affirmative action steps,at least as extensive as those standards prescribed in paragraph 7 of these specifications,so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order,the implementing regulations,or these specifications, the Director will proceed in accordance with 41 CFR 60-4.8. 1.14. The Contractor will designate a responsible official to monitor all employment-related activity to ensure that the company EEO policy is being carried out,to submit reports relating to the provisions hereof as may be required by the Government and to keep records.Records must at least include for each employee the name,address,telephone numbers,construction trade,union affiliation if any,employee identification number when assigned,social security number,race,sex,status(e.g.,mechanic,apprentice,trainee,helper, or laborer),dates of changes in status,hours worked per week in the indicated trade,rate of pay,and locations at which the work was performed.Records must be maintained in an easily understandable and retrievable form;however,to the degree that existing records satisfy this requirement,Contractors shall not be required to maintain separate records. 1.15. Nothing herein provided will be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents(e.g.,those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 1.16. In addition to the reporting requirements set forth elsewhere in this Contract,the Contractor and the subcontractors holding subcontracts,not including material suppliers,of$10,000 or more,will submit for every month of July during which work is performed,employment data as contained under Form PR 1391 (Appendix C to 23 CFR,Part 230),and in accordance with the included instructions. 4 270 000-394L Special Provision to Item 000 Disadvantaged Business Enterprise in Federal-Aid Contracts 1. DESCRIPTION The purpose of this Special Provision is to carry out the U.S.Department of Transportation's(DOT)policy of ensuring nondiscrimination in the award and administration of DOT-assisted Contracts and creating a level playing field on which firms owned and controlled by individuals who are determined to be socially and economically disadvantaged can compete fairly for DOT-assisted Contracts. 2. DISADVANTAGED BUSINESS ENTERPRISE IN FEDERAL-AID CONTRACTS 2.1. Policy.It is the policy of the DOT and the Texas Department of Transportation(Department)that DBEs,as defined in 49 CFR Part 26,Subpart A,and the Department's DBE Program,will have the opportunity to participate in the performance of Contracts financed in whole or in part with federal funds.The DBE requirements of 49 CFR Part 26,and the Department's DBE Program,apply to this Contract as follows. The Contractor will solicit DBEs through reasonable and available means,as defined in 49 CFR Part 26, Appendix A,and the Department's DBE Program,or show a good faith effort to meet the DBE goal for this Contract. The Contractor,subrecipient,or subcontractor will not discriminate on the basis of race,color,national origin, or sex in the performance of this Contract.Carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted Contracts.Failure to carry out these requirements is a material breach of this Contract,which may result in the termination of this Contract or such other remedy as the recipient deems appropriate. The requirements of this Special Provision must be physically included in any subcontract. By signing the Contract proposal,the Bidder is certifying that the DBE goal as stated in the proposal will be met by obtaining commitments from eligible DBEs or that the Bidder will provide acceptable evidence of good faith effort to meet the commitment. 2.2. Definitions. 2.2.1. Administrative Reconsideration.A process by which the low bidder may request reconsideration when the Department determines the good faith effort(GFE)requirements have not been met. 2.2.2. Commercially Useful Function(CUF).A CUF occurs when a DBE has the responsibility for the execution of the work and carrying out such responsibilities by actually performing,managing;and supervising the work. 2.2.3. Disadvantaged Business Enterprise(DBE).A for-profit small business certified through the Texas Unified Certification Program in accordance with 49 CFR Part 26,that is at least 51%owned by one or more socially and economically disadvantaged individuals,or in the case of a publicly owned business,in which is at least 51%of the stock is owned by one or more socially and economically disadvantaged individuals,and whose management and daily business operations are controlled by one or more of the individuals who own it. 2.2.4. DBE Joint Venture.An association of a DBE firm and one or more other firms to carry out a single business enterprise for profit for which purpose they combine their property,capital,efforts,skills,and knowledge,and in which the DBE is responsible for a distinct,clearly defined portion of the work of the Contract and whose 1-7 271 000-394L share in the capital contribution,control,management,risks,and profits of the joint venture are commensurate with its ownership interest. 2.2.5. DOT.The U.S.Department of Transportation,including the Office of the Secretary,the Federal Highway Administration(FHWA),the Federal Transit Administration(FTA),and the Federal Aviation Administration (FAA). 2.2.6. Federal-Aid Contract.Any Contract between the Owner and a Contractor that is paid for in whole or in part with DOT financial assistance. 2.2.7. Good Faith Effort.All necessary and reasonable steps to achieve the contract goal which,by their scope, intensity,and appropriateness to the objective,could reasonably be expected to obtain sufficient DBE participation,even if not fully successful.Good faith efforts are evaluated prior to award and throughout performance of the Contract.For guidance on good faith efforts,see 49 CFR Part 26,Appendix A. 2.2.8. North American Industry Classification System(NAICS).A designation that best describes the primary business of a firm.The NAICS is described in the North American Industry Classification Manual—United States,which is available on the Internet at the U.S.Census Bureau website: htto://www.census.00vieos/www/naics/. 2.2.9. Race-Conscious.A measure or program that is focused.specifically on assisting only DBEs,including women-owned businesses. 2.2.10. Race-Neutral DBE Participation.Any participation by a DBE through customary competitive procurement procedures. 2.2.11. Texas Unified Certification Program(TUCP)Directory.An online directory listing all DBEs currently certified by the TUCP.The Directory identifies DBE firms whose participation on a Contract may be counted toward achievement of the assigned DBE Contract goal. 2.3. Contractor's Responsibilities. 2.3.1. DBE Liaison Officer.Designate a DBE liaison officer who will administer the Contractor's DBE program and who will be responsible for maintenance of records of efforts and contacts made to subcontract with DBEs. 2.3.2. Compliance Tracking System(CTS).This Contract is subject to Contract compliance tracking.Contractors and DBEs are required to provide any noted and requested Contract compliance-related data to the Owner. This includes,but is not limited to,commitments,payments,substitutions,and good faith efforts.Contractors and DBEs are responsible for responding by any noted response date or due date to any instructions or request for information by the Owner. 2.3.3. Apparent Low Bidder.The apparent low bidder must submit DBE commitments to satisfy the DBE goal or submit good faith effort Form 2603 and supporting documentation demonstrating why the goal could not be achieved,in whole or part,no later than 5 calendar days after bid opening.The means of transmittal and the risk of timely receipt of the information will be the bidder's responsibility and no extension of the 5-calendar- day timeframe will be allowed for any reason. 2.3.4. DBE Contractor.A DBE Contractor may receive credit toward the DBE goal for work performed by its own forces and work subcontracted to DBEs. In the event a DBE subcontracts to a non-DBE,that information must be reported monthly. 2.3.5. DBE Committal.Only those DBEs certified by the TUCP are eligible to be used for goal attainment.The Directory can be accessed at the following Internet address: https://txdot.txdotcros.com/FrontEndNendorSearch Public.asp?TN=txdot&XI D=2340. 2-7 272 000-394L A DBE must be certified on the day the commitment is considered and at time of subcontract execution.It is the Contractor's responsibility to ensure firms identified for participation are approved certified DBE firms. The Bidder is responsible to ensure that all submittals are checked for accuracy.Any and all omissions, deletions,and/or errors that may affect the end result of the commitment package are the sole liabilities of the bidder. Commitments in excess of the goal are considered race-neutral commitments. 2.3.6. Good Faith Effort Requirements.A Contractor who cannot meet the Contract goal,in whole or in part, must make adequate good faith efforts to obtain DBE participation as so stated and defined in 49 CFR Part 26,Appendix A. 2.3.6.1. Administrative Reconsideration.If the Owner determines that the apparent low bidder has failed to satisfy the good faith efforts requirement,the Owner will notify the Bidder of the failure and will give the Bidder an opportunity for administrative reconsideration. The Bidder must request an administrative reconsideration of that determination within 3 days of the date of receipt of the notice.The request must be submitted directly to the Owner. If a reconsideration request is timely received,the reconsideration decision will be made by the Owner's DBE liaison officer or,if the DBE liaison officer took part in the original determination that the Bidder failed to satisfy the good faith effort requirements,an Owner employee who holds a senior leadership position and reports directly to the executive officer,and who did not take part in the original determination will act as an administrative hearing officer.The Bidder may provide written documentation or argument concerning whether the assigned DBE contract goal was met or whether adequate good faith efforts were made to meet the Contract goal. The DBE liaison or other Owner employee making the reconsideration determination may request a meeting - with the Bidder to discuss whether the goal commitments were met or whether adequate good faith efforts were made to obtain the commitments to meet the Contract goal. The meeting must be held within 7 days of the date of the request submitted under this section. If the Bidder is unavailable to meet during the 7-day period,the reconsideration decision will be made on the written information provided by the Bidder. The Owner will provide to the Bidder a written decision that explains the basis for finding that the Bidder did not meet the Contract goal or did not make adequate good faith efforts to meet the Contract goal,within 7 days of the date of the notice issued in this section. The reconsideration decision is final and not subject to administrative appeal. 2.3.7. Determination of DBE Participation.The work performed by the DBE must be reasonably construed to be included in the work area and NAICS work code identified by the Contractor in the approved commitment. Participation by a DBE on a Contract will not be counted toward DBE goals until the amount of the participation has been paid to the DBE. Payments made to a DBE that was not on the original commitment may be counted toward the Contract goal if that DBE was certified as a DBE before the execution of the subcontract and has performed a Commercially Useful Function. The total amount paid to the DBE for work performed with its own forces is counted toward the DBE goal. When a DBE subcontracts part of the work of its Contract to another firm,the value of the subcontracted work may be counted toward DBE goals only if the subcontractor is itself a DBE. • 3-7 273 000-394L DBE Goal credit for the DBE subcontractors leasing of equipment or purchasing of supplies from the Contractor or its affiliates is not allowed.Project materials or supplies acquired from an affiliate of the Contractor cannot directly or indirectly(second or lower tier subcontractor)be used for DBE goal credit. If a DBE firm is declared ineligible due to DBE decertification after the execution of the DBE's subcontract, the DBE firm may complete the work and the DBE firm's participation will be counted toward the Contract goal. If the DBE firm is decertified before the DBE firm has signed a subcontract,the Contractor is obligated to replace the ineligible DBE firm or demonstrate that it has made good faith efforts to do so. The Contractor may count 100%of its expenditure to a DBE manufacturer.According to 49 CFR 26.55(e)(1)(i),a DBE manufacturer is a firm that operates or maintains a factory or establishment that produces,on the premises,the materials,supplies,articles,or equipment required under the Contract and of the general character described by the specifications. The Contractor may count only 60%of its expenditure to a DBE regular dealer.According to 49 CFR 26.55(e)(2)(i),a DBE regular dealer is a firm that owns,operates,or maintains a store,warehouse, or other establishment in which the materials,supplies,articles,or equipment of the general character described by the specifications and required under the Contract are bought,kept in stock,and regularly sold or leased to the public in the usual course of business.A firm may be a regular dealer in such bulk items as petroleum products,steel,cement,gravel,stone,or asphalt without owning,operating,or maintaining a place of business if the firm both owns and operates distribution equipment for the products.Any supplementing of regular dealers'own distribution equipment must be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis.A long-term lease with a third-party transportation company is not eligible for 60% goal credit. With respect to materials or supplies purchased from a DBE that is neither a manufacturer nor a regular dealer,the Contractor may count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies,or fees or transportation charges for the delivery of materials or supplies required on a job site. A Contractor may count toward its DBE goal a portion of the total value of the Contract amount paid to a DBE joint venture equal to the distinct,clearly defined portion of the work of the Contract performed by the DBE. 2.3.8. Commercially Useful Function.It is the Contractor's obligation to ensure that each DBE used on federal-assisted contracts performs a commercially useful function on the Contract. The Owner will monitor performance during the Contract to ensure each DBE is performing a CUF. Under the terms established in 49 CFR 26.55,a DBE performs a CUF when it is responsible for execution of the work of the Contract and is carrying out its responsibilities by actually performing,managing,and supervising the work involved. With respect to material and supplies used on the Contract,a DBE must be responsible for negotiating price, determining quality and quantity,ordering the material,installing the material,if applicable,and paying for the material itself. With respect to trucking,the DBE trucking firm must own and operate at least one fully licensed,insured,and operational truck used on the Contract.The DBE may lease trucks from another DBE firm,including an owner-operator who is certified as a DBE.The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract.The DBE may also lease trucks from a non-DBE firm,including from an owner-operator.The DBE that leases trucks equipped with drivers from a non-DBE is entitled to credit for the total value of transportation services provided by non- DBE leased trucks equipped with drivers not to exceed the value of transportation services on the Contract provided by DBE-owned trucks or leased trucks with DBE employee drivers.Additional participation by non- DBE owned trucks equipped with drivers receives credit only for the fee or commission it receives as a result of the lease arrangement. 4-7 274 000-394L A DBE does not perform a CUF when its role is limited to that of an extra participant in a transaction, Contract,or project through which funds are passed in order to obtain the appearance of DBE participation. The Owner will evaluate similar transactions involving non-DBEs in order to determine whether a DBE is an extra participant. If a DBE does not perform or exercise responsibility for at least 30%of the total cost of its Contract with its own work force,or the DBE subcontracts a greater portion of the work than would be expected on the basis of normal industry practice for the type of work involved,the Owner will presume that the DBE is not performing a CUF. If the Owner determines that a DBE is not performing a CUF,no work performed by such DBE will count as eligible participation.The denial period of time may occur before or after a determination has been made by the Owner. In case of the denial of credit for non-performance,the Contractor will be required to provide a substitute DBE to meet the Contract goal or provide an adequate good faith effort when applicable. 2.3.8.1. Rebuttal of a Finding of No Commercially Useful Function.Consistent with the provisions of 49 CFR 26.55(c)(4)&(5),before the Owner makes a final finding that no CUF has been performed by a DBE,the Owner will notify the DBE and provide the DBE the opportunity to provide rebuttal information. CUF determinations are not subject to administrative appeal. 2.3.9. Joint Check.The use of joint checks between a Contractor and a DBE is allowed with Owner approval.To obtain approval,the Contractor must submit a completed Form 2178,"DBE Joint Check Approval,"to the Owner. The Owner will closely monitor the use of joint checks to ensure that such a practice does not erode the independence of the DBE nor inhibit the DBE's ability to perform a CUF.When joint checks are utilized,DBE credit toward the Contract goal will be allowed only when the subcontractor is performing a CUF in accordance with 49 CFR 26.55(c)(1). Long-term or open-ended joint checking arrangements may be a basis for further scrutiny and may result in the lack of participation towards the Contract goal requirement if DBE independence cannot be established. Joint checks will not be allowed simply for the convenience of the Contractor. If the proper procedures are not followed or the Owner determines that the arrangements result in a lack of independence for the DBE involved,no credit for the DBE's participation as it relates to the material cost will be used toward the Contract goal requirement,and the Contractor will need to make up the difference elsewhere on the project. 2.3.10. DBE Termination and Substitution.No DBE named in the commitment submitted under Section 2.3.5.will be terminated for convenience,in whole or part,without the Owner's approval.This includes,but is not limited to,instances in which a Contractor seeks to perform work originally designated for a DBE subcontractor with its own forces or those of an affiliate,a non-DBE firm,or with another DBE firm. Unless consent is provided,the Contractor will not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE. The Contractor,prior to submitting its request to terminate,must first give written notice to the DBE of its intent to terminate and the reason for the termination.The Contractor will copy the Owner on the Notice of Intent to terminate. 5-7 275 000-394L The DBE has 5 calendar days to respond to the Contractors notice and will advise the Contractor and the Owner of the reasons,if any,why it objects to the proposed termination of its subcontract and why the Owner should not approve the prime Contractor's request for termination. • The Owner may provide a shorter response time if required in a particular case as a matter of public necessity. The Owner will consider both the Contractor's request and DBE's stated position prior to approving the request.The Owner may provide a written approval only if it agrees,for reasons stated in its concurrence document,that the Contractor has good cause to terminate the DBE.If the Owner does not approve the request,the Contractor must continue to use the committed DBE firm in accordance with the Contract.For guidance on what good cause includes,see 49 CFR 26.53. Good cause does not exist if the Contractor seeks to terminate,reduce,or substitute a DBE it relied upon to obtain the Contract so that the Contractor can self-perform the work for which the DBE firm was engaged. When a DBE subcontractor is terminated,make good faith efforts to find,as a substitute for the original DBE, another DBE to perform,at least to the extent needed to meet the established Contract goal,the work that the original DBE was to have performed under the Contract. Submit the completed Form 2228,"DBE Termination Substitution Request,"within seven(7)days,which may be extended for an additional 7 days if necessary at the request of the Contractor.The Owner will provide a written determination to the Contractor stating whether or not good faith efforts have been demonstrated. 2.3.11. Reports and Records.By the 15th of each month and after work begins,report payments to meet the DBE goal and for DBE race-neutral participation on projects with or without goals.These payment reports will be required until all DBE subcontracting or material supply activity is completed.Negative payment reports are required when no activity has occurred in a monthly period. Notify the Owner if payment to any DBE subcontractor is withheld or reduced. Before receiving final payment from the Owner,the Contractor must indicate a final payment on the compliance tracking system.The final payment is a summary of all payments made to the DBEs on the project. All records must be retained for a period of 3 years following completion of the Contract work,and must be available at reasonable times and places for inspection by authorized representatives of the Owner,Texas Department of Transportation or the DOT.Provide copies of subcontracts or agreements and other documentation upon request. 2.3.12. Failure to Comply.If the Owner determines the Contractor has failed to demonstrate good faith efforts to meet the assigned goal,the Contractor will be given an opportunity for reconsideration by the Owner. A Contractor's failure to comply with the requirements of this Special Provision will constitute a material breach of this Contract.In such a case,the Owner reserves the right to terminate the Contract;to deduct the amount of DBE goal not accomplished by DBEs from the money due or to become due the Contractor;or to secure a refund,not as a penalty but as liquidated damages,to the Owner or such other remedy or remedies as the Owner deems appropriate. 2.3.13. Investigations.The Owner may conduct reviews or investigations of participants as necessary.All participants,including,but not limited to,DBEs and complainants using DBE Subcontractors to meet the Contract goal,are required to cooperate fully and promptly with compliance reviews,investigations,and other requests for information. 6-7 276 000-394L 2.3.14. Falsification and Misrepresentation.If the Owner determines that a Contractor or subcontractor was a knowing and willing participant in any intended or actual subcontracting arrangement contrived to artificially inflate DBE participation or any other business arrangement determined by the Owner to be unallowable,or if the Contractor engages in repeated violations,falsification,or misrepresentation,the Owner may: • refuse to count any fraudulent or misrepresented DBE participation; • withhold progress payments to the Contractor commensurate with the violation; • refer the matter to the Office of Inspector General of the US Department of Transportation for investigation;and/or ■ seek any other available contractual remedy. 7-7 277 002.0011L Special Provision to Item 2 Instructions to Bidders Item 2,"Instructions to Bidders,"of the Standard Specifications is amended with respect to the clauses cited below.No other clauses or requirements of this Item are waived or changed. Article 2.3.,"Issuing Proposal Forms,"second paragraph,is supplemented by the following. The Owner will not issue a proposal form if one or more of the following apply: • the Bidder or affiliate of the Bidder that was originally determined as the apparent low Bidder on a project,but was deemed nonresponsive for failure to submit a DBE commitment as specified in Article 2.14.,"Disadvantaged Business Enterprise (DBE),"is prohibited from rebidding that specific project. Article 2.7.,"Nonresponsive Bid,"is supplemented by the following: The Owner will not accept a nonresponsive bid.A bid that has one or more of the deficiencies listed below is considered nonresponsive: • the Bidder failed to submit a DBE commitment as specified in Article 2.14.,"Disadvantaged Business Enterprise(DBE)." Article 2.14.,"Disadvantaged Business Enterprise(DBE),"is added. The apparent low bidder must submit DBE commitment information on federally funded projects with DBE goals within 5 calendar days(as defined in 49 CFR Part 26,Subpart A)of bid opening.For a submission that meets the 5-day requirement, administrative corrections will be allowed. If the apparent low Bidder fails to submit their DBE information within the specified timeframe,the apparent low bidder will be deemed nonresponsive and the proposal guaranty will become the property of the Owner,not as a penalty,but as liquidated damages.The Bidder forfeiting the proposal guaranty will not be considered in future proposals for the same work unless there has been a substantial change in the design of the work.The Owner may recommend: • reject all bids,or • award the Contract to the new apparent low Bidder,if the new apparent low Bidder submits DBE information within one calendar day of notification by the Owner. If the new apparent low Bidder is unable to submit the required DBE information within one calendar day: • the new apparent low Bidder will not be deemed nonresponsive, • the Bidder's guaranty will not be forfeited, • the Owner will reject all bids,and • the Bidder will remain eligible to receive future proposals for the same project. 1 -1 278 007-001L Special Provision to Item 7 Legal Relations and Responsibilities Item 7,"Legal Relations and Responsibilities,"of the Standard Specifications is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed. Section 2.6.5.,"Training",is supplemented by the following: Coordinate enrollment,pay associated fees,and successfully complete approved Training or Contractor Delivered Training. Training is valid for the period prescribed by the provider but no less than 3 yrs.from the date of completion.The Owner may require training at a frequency less than the period prescribed or 3 yrs.based on Owners needs.Training and associated fees will not be measured or paid for directly but are considered subsidiary to pertinent Items. 2.6.5.1. Approved Training.Approved training is listed below: 2.6.5.1.1 Contractor Responsible Person and Alternate. Provider Course Title American Traffic Safety Services Association Traffic Control Supervisor National Highway Institute Maintenance of Traffic Control for Supervisors 2.6.5.1.2. Flagger Instructor Training. Provider ' Course Title American Traffic Safety Services Association Flagging Instructor Training Course Texas Engineering Extension Services Train-the-Trainer Flaggers National Safety Council Flagger(Instructor) University of Texas at Arlington, Certified Flagger Instructor Division for Enterprise Development Flagger Training. Provider Course Title Texas Engineering Extension Services Flaggers in Work Zones National Safety Council Flagger(Novice) University of Texas at Arlington, Flaggers in Work Zones(TxDOT Training) Continuing Education Department University of Texas at Arlington, WZ Traffic Control/Qualified Flagger Continuing Education Department Associated Builders and Contractors, Flagger Training Austin Chapter LDI Safety Training Flagger Training Tipton Compliance and Safety Flagger Training 1-2 279 007.001 L 2.6.5.1.3. Law Enforcement Personnel. Provider Course Title National Highway Institute Safe and Effective Use of Law Enforcement Personnel in Work Zones 2.6.5.1.4. Other Work Zone Personnel. Provider Course Title American Traffic Safety Services Association Traffic Control Technician Training Texas Engineering Extension Services Work Zone Traffic Control National Highway Institute Maintenance of Traffic Control for Technicians National Highway Institute Maintenance Training Series:Basics of Work Zone Traffic Control 2.6.5.2. Contractor Delivered Training.Develop Contractor Delivered Training curriculum and submit the curriculum to the Owner for approval.Do not implement the training curriculum before receiving written approval from the Owner.The work performed and materials furnished to develop the curriculum and provide training will not be measured or paid for directly but will be considered subsidiary to pertinent Items. A contractor's certified flagging instructor is permitted to train other flaggers. 2-2 280 421.002 • Special Provision to Item 421 -- Tiaras Hydraulic Cement Concrete 'Departmentof Transportation Item 421,"Hydraulic Cement Concrete"of the Standard Specifications is amended with respect to the clauses cited below.No other clauses or requirements of this Item are waived or changed. Article 421.4.2,"Mix Design Proportioning,"Table 8 is voided and replaced by the following. Table 8 Concrete Classes Class of Design Max Coarse Cement Mix Exceptions to Concrete Strength,1 wlcm Aggregate Types Design Mix Design Options General Usage5 Min fc(psi) Ratio Gradesz3.4 Options When the cementitious material Curb,gutter,curb&gutter,conc. content does not exceed retards,sidewalks,driveways, A 3,000 0.60 1-4,8 520 lb./cu.yd.,Class C fly ash back-up walls,anchors,non- I,II,IAI,IL, may be used instead of Class F reinforced drilled shafts IP,IS,IT,V 1,2,4,&7 fly ash. Riprap,traffic signal controller B 2,000 0.60 2-7 foundations,small roadside signs,and anchors Drilled shafts,bridge substructure,bridge railing, I,II,I/II,IP, culverts except top slab of direct C6 3,600 0.45 1-6 IS,IF,V 1-8 traffic culverts,headwalls,wing walls,inlets,manholes,concrete traffic barrier When the cementitious material Seal concrete I,II,I/II, content does not exceed 520 E 3,000 0.50 2-5 IL,IP,IS, lb./cu.yd.,Class C fly ash may IF,V be used instead of Class F fly 1-8 ash. I,II,I/II,IP, Railroad structures;occasionally F6 Notes 0.45 2-5 IS,IP,V for bridge piers,columns,or . bents Do not use Type III cement in Precast concrete,post-tension mass placement concrete. members H6 Nateb 0.45 3-6 I II,I/II,Ill, 1_5 Up to 20%of blended cement IP,IS,IF,V may be replaced with listed SCMs when Option 4 is used for precast concrete. S6 4,000 0.45 2-5 I,II,I/Il,IP, 1-8 Bridge slabs,top slabs of direct IS,IF,V traffic culverts,approach slabs See When the cementitious material Concrete pavement Item 360, III,Illl,IL, content does not exceed 520 P "Concrete 0.50 2-3 IP,IS,IT,V 1-8 Ib./cu.yd.,Class C fly ash may Pavement" be used instead of Class F fly ash. CO6 4,600 0.40 6 Bridge deck concrete overlay 1-8 LMC6 4,000 0.40 6-8 Latex-modified concrete overlay I,II,I/II,IP, Use a minimum cementitious Slurry displacement shafts, IS,IF,V material content of 658 Ib./cu• underwater drilled shafts SS6 3,600 0.45 4-6 1-8 yd.of concrete. Limit the alkali loading to 4.0 lbs./cu.yd.or less when using option 7. 1 -3 04-16 Statewide 281 421-002 Design Max Coarse Mix Class of Cement Exceptions to Concrete Strength; w/cm Aggregate Types Design Mix Design Options General Usage5 Min f'.(psi) Ratio Gradesz3.4 Options K6 Not& 0.40 NoteIII Illl,III 1-8 Note8 IP,IS,IP,V Mix design options do not apply. Concrete pavement,concrete HES Note6 0.45 Note6 I,IL,II,I/lI, 700 lb.of cementitious material pavement repair III per cubic yard limit does not apply. Maximum fly ash replacement for Options 1 and 3 may be increased to 45%. (HPC) Note71 0.45 Note11 III I/II,III 1-5 &8 Up to 20%of a blended cement 6,9,16 IP,IS,IP,V may be replaced with listed SCMs for Option 4. Do not use Option 8 for precast concrete. Do not use Class C Fly Ash. Type III-MS may be used where allowed. Type I and Type III cements may °� be used with Options 1-3,with a (SRC) Note11 0.45 Note11 Illl,II,IP,IS, 1-4 &7 maximum w/cm of 0.40. 6,9,16 IF,V Up to 20%of blended cement may be replaced with listed SCMs when Option 4 is used for precast concrete. Do not use Option 7 for precast concrete12. 1. Design strength must be attained within 56 days. 2. Do not use Grade 1 coarse aggregate except in massive foundations with 4 in.minimum clear spacing between reinforcing steel bars, unless otherwise permitted.Do not use Grade 1 aggregate in drilled shafts. 3. Use Grade 8 aggregate in extruded curbs unless otherwise approved. 4. Other grades of coarse aggregate maybe used in non-structural concrete classes when allowed by the Engineer. 5. For information only. 6. Structural concrete classes. 7. Do not use Type IT cements containing>5%limestone. 8. As shown on the plans or specified. 9. °X"denotes class of concrete shown on the plans or specified. 10. (HPC):High Performance Concrete,(SRC):Sulfate Resistant Concrete. 11. Same as class of concrete shown on the plans. 12. Option 7 will be allowed for precast concrete products included in Items 462,464,and 465. Article 421.4.2.2,"Aggregates,"is supplemented by the following. Use the following equation to determine if the aggregate combination meets the sand equivalency requirement when blending fine aggregate or using an intermediate aggregate: (SE,x Pr)+(SE,x P,)+(SE,x Pia 80% 100 where: SEi=sand equivalency(%)of fine aggregate 1 SE2=sand equivalency(%)of fine aggregate 2 SEa=sand equivalency(%)of intermediate aggregate passing the 3/8 in.sieve Pt=percent by weight of fine aggregate 1 of the fine aggregate blend P2=percent by weight of fine aggregate 2 of the fine aggregate blend Pia=percent by weight of intermediate aggregate passing the 3/8 in.sieve Article 421.4.2.5,"Slump,"the second paragraph is voided and not replaced. 2-3 04-16 Statewide 282 421.002 Article 421.4.2.7,"Optimized Aggregate Gradation(OAG)Concrete,"the first sentence of the first paragraph is voided and replaced by the following. The gradations requirements in Table 4 and Table 6 do not apply when OAG concrete is specified or used by the Contractor unless otherwise shown on the plans. Article 421.4.6.2,"Delivering Concrete,"the fifth paragraph is voided and replaced with the following: Begin the discharge of concrete delivered in truck mixers within the times listed in Table 14. Concrete delivered after these times,and concrete that has not begun to discharge within these times will be rejected. Article 421.4.8.3,"Testing of Fresh Concrete,"is voided and replaced with the following: Testing Concrete.The Engineer,unless specified in other Items or shown on the plans,will test the fresh and hardened concrete in accordance with the following methods: • Slump.Tex-415-A • Air Content.Tex 414-A or Tex-416-A • Temperature.Tex-422-A • Making and Curing Strength Specimens.Tex-447-A • Compressive Strength.Tex-418-A • . Flexural Strength.Tex-448-A • Maturity.Tex-426-A Flexural strength and maturity specimens will not be made unless specified in other items or shown on the plans.Concrete not meeting fresh concrete testing requirements will be rejected.Fresh concrete exhibiting segregation and excessive bleeding will- be rejected. Article 421.4.8.3.1."Job-Control Testing,"is voided and not replaced. 3-3 04-16 Statewide 283 506.001 L Special Provision to Item 506 Temporary Erosion, Sedimentation, and Environmental Controls For this project, item 506, "Temporary Erosion, Sedimentation, and Environmental Controls,"of the standard specifications, is hereby voided and replaced with the following. 1. DESCRIPTION Install,maintain,and remove erosion,sedimentation,and environmental control measures to prevent or reduce the discharge of pollutants in accordance with the Storm Water Pollution Prevention Plan(SWP3)in the plans and the Texas Pollutant Discharge Elimination System(TPDES)General Permit TXR150000. 2. MATERIALS Fumish materials in accordance with the following: • Item 161,"Compost" • Item 432,"Riprap" • Item 556,"Pipe Underdrains" 2.1. Rock Filter Dams. a - 2.1.1. Aggregate.Furnish aggregate with hardness,durability,cleanliness,and resistance to crumbling,flaking, and eroding acceptable to the Owner.Provide the following: • Types 1,2,and 4 Rock Filter Dams.Use 3 to 6 in.aggregate. • Type 3 Rock Filter Dams.Use 4 to 8 in.aggregate. 2.1.2. Wire.Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie wires for Types 2 and 3 rock filter dams.Type 4 dams require: • a double-twisted,hexagonal weave with a nominal mesh opening of 2-1/2 in. x 3-1/4 in.; • minimum 0.0866 in.steel wire for netting; • minimum 0.1063 in.steel wire for selvages and corners;and • minimum 0.0866 in.for binding or tie wire. 2.1.3. Sandbag Material.Furnish sandbags meeting Section 506.2.8.,"Sandbags,"except that any gradation of aggregate may be used to fill the sandbags. 2.2. Temporary Pipe Slope Drains.Provide corrugated metal pipe,polyvinyl chloride(PVC)pipe,flexible tubing, watertight connection bands,grommet materials,prefabricated fittings,and flared entrance sections that conform to the plans.Recycled and other materials meeting these requirements are allowed if approved. Furnish concrete in accordance with Item 432,"Riprap." 2.3. Temporary Paved Flumes.Furnish asphalt concrete,hydraulic cement concrete,or other comparable non-erodible material that conforms to the plans.Provide rock or rubble with a minimum diameter of 6 in.and a maximum volume of 1/2 cu.ft.for the construction of energy dissipaters. 2.4. Construction Exits.Provide materials that meet the details shown on the plans and this Section. 284 506-001L 2.4.1. Rock Construction Exit.Provide crushed aggregate for long-and short-term construction exits.Furnish aggregates that are clean,hard,durable,and free from adherent coatings such as salt,alkali,dirt,clay,loam, shale,soft or flaky materials,and organic and injurious matter.Use 4-to 8-in.aggregate for Type 1.Use 2-to 4-in.aggregate for Type 3. 2.4.2. Timber Construction Exit.Furnish No.2 quality or better railroad ties and timbers for long-term construction exits,free of large and loose knots and treated to control rot. Fasten timbers with nuts and bolts or lag bolts, of at least 1/2 in.diameter,unless otherwise shown on the plans or allowed.Provide plywood or pressed wafer board at least 1/2 in.thick for short-term exits. 2.4.3. Foundation Course.Provide a foundation course consisting of flexible base,bituminous concrete,hydraulic cement concrete,or other materials as shown on the plans or directed. 2.5. Embankment for Erosion Control.Provide rock,loam,clay,topsoil,or other earth materials that will form a stable embankment to meet the intended use. 2.6. Pipe.Provide pipe outlet material in accordance with Item 556,"Pipe Underdrains,"and details shown on the plans. 2.7. Construction Perimeter Fence. 2.7.1. Posts,Provide essentially straight wood or steel posts that are at least 60 in.long.Furnish soft wood posts with a minimum diameter of 3 in.,or use nominal 2 x 4 in.boards.Furnish hardwood posts with a minimum cross-section of 1-1/2 x 1-1/5 in.Furnish T-or L-shaped steel posts with a minimum weight of 0.5 lb.per foot. 2.7.2. Fence.Provide orange construction fencing as approved. 2.7.3. Fence Wire.Provide 11 gauge or larger galvanized smooth or twisted wire.Provide 16 gauge or larger tie wire. 2.7.4. Flagging.Provide brightly-colored flagging that is fade-resistant and at least 3/4 in.wide to provide. maximum visibility both day and night. 2.7.5. Staples.Provide staples with a crown at least 1/2 in.wide and legs at least 1/2 in.long. 2.7.6. Used Materials.Previously used materials meeting the applicable requirements may be used if approved. 2.8. Sandbags.Provide sandbag material of polypropylene,polyethylene,or polyamide woven fabric with a minimum unit weight of 4 oz.per square yard,a Mullen burst-strength exceeding 300 psi,and an ultraviolet stability exceeding 70%. Use natural coarse sand or manufactured sand meeting the gradation given in Table 1 to fill sandbags.Filled sandbags must be 24 to 30 in.long, 16 to 18 in.wide,and 6 to 8 in.thick. Table 1 Sand Gradation Sieve# Retained(%by Weight) 4 Maximum 3% 100 Minimum 80% 200 Minimum 95% Aggregate may be used instead of sand for situations where sandbags are not adjacent to traffic.The aggregate size shall not exceed 3/8 in. 2.9. Temporary Sediment Control Fence.Provide a net-reinforced fence using woven geo-textile fabric.Logos visible to the traveling public will not be allowed. 2 285 506.001 L /"� 2.9.1. Fabric.Provide fabric materials in accordance with DMS-6230,"Temporary Sediment Control Fence Fabric." 2.9.2. Posts.Provide essentially straight wood or steel posts with a minimum length of 48 in.,unless otherwise shown on the plans.Furnish soft wood posts at least 3 in.in diameter,or use nominal 2 x 4 in.boards. Furnish hardwood posts with a minimum cross-section of 1-1/2 x 1-1/2 in.Furnish T-or L-shaped steel posts with a minimum weight of 1.3 lb.per foot. 2.9.3. Net Reinforcement.Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire mesh,with a maximum opening size of 2 x 4 in.,at least 24 in.wide,unless otherwise shown on the plans. 2.9.4. Staples.Provide staples with a crown at least 3/4 in.wide and legs 1/2 in.long. 2.9.5. Used Materials.Use recycled material meeting the applicable requirements if approved. 2.10. Biodegradable Erosion Control Logs. 2.10.1. Core Material.Furnish core material that is biodegradable or recyclable.Use compost,mulch,aspen excelsior wood fibers,chipped site vegetation,agricultural rice or wheat straw,coconut fiber,100% recyclable fibers,or any other acceptable material unless specifically called out on the plans.Permit no more than 5%of the material to escape from the containment mesh.Furnish compost meeting the requirements of Item 161,"Compost." 2.10.2. Containment Mesh.Furnish containment mesh that is 100%biodegradable,photodegradable,or recyclable such as burlap,twine,UV photodegradable plastic,polyester,or any other acceptable material. Furnish biodegradable or photodegradable containment mesh when log will remain in place as part of a vegetative system. Fumish recyclable containment mesh for temporary installations. 2.10.3. Size.Furnish biodegradable erosion control logs with diameters shown on the plans or as directed.Stuff containment mesh densely so logs do not deform. 3. CONSTRUCTION 3.1. Contractor Responsibilities.Implement the Owner's Storm Water Pollution Prevention Plan(SWP3)for the project in accordance with the plans and specifications,TPDES General Permit TXR150000,and as directed by the Owner.Develop and implement an SWP3 for project-specific material supply plants within and outside of the Owner's right of way in accordance with the specific or general storm water permit requirements. Prevent water pollution from storm water associated with construction activity from entering any surface water or private property on or adjacent to the project site. 3.2. General. 3.2.1. Phasing. Implement control measures in the area to be disturbed before beginning construction,or as directed.Limit the disturbance to the area shown on the plans or as directed.If,in the opinion of the Owner, the Contractor cannot control soil erosion and sedimentation resulting from construction operations,the Owner will limit the disturbed area to that which the Contractor is able to control.Minimize disturbance to vegetation. 3.2.2. Maintenance.Immediately correct ineffective control measures.Implement additional controls as directed. Remove excavated material within the time requirements specified in the applicable storm water permit. 3.2.3. Stabilization.Stabilize disturbed areas where construction activities will be temporarily stopped in accordance with the applicable storm water permit.Establish a uniform vegetative cover.The project will not be accepted until a 70%density of existing adjacent undisturbed areas is obtained,unless otherwise shown 3 286 506-001L on the plans.When shown on the plans,the Owner may accept the project when adequate controls are in place that will control erosion,sedimentation,and water pollution until sufficient vegetative cover can be established. 3.2.4. Finished Work.Upon acceptance of vegetative cover,remove and dispose of all temporary control measures,temporary embankments,bridges,matting,falsework,piling,debris,or other obstructions placed during construction that are not a part of the finished work,or as directed. 3.2.5. Restricted Activities and Required Precautions.Do not discharge onto the ground or surface waters any pollutants such as chemicals,raw sewage,fuels,lubricants,coolants,hydraulic fluids,bitumens,or any other petroleum product.Operate and maintain equipment on-site to prevent actual or potential water pollution. Manage,control,and dispose of litter on-site such that no adverse impacts to water quality occur.Prevent dust from creating a potential or actual unsafe condition,public nuisance,or condition endangering the value, utility,or appearance of any property.Wash out concrete trucks only as described in the TPDES General Permit TXR150000.Utilize appropriate controls to minimize the offsite transport of suspended sediments and other pollutants if it is necessary to pump or channel standing water(i.e.dewatering).Prevent discharges that would contribute to a violation of Edwards Aquifer Rules,water quality standards,the impairment of a listed water body,or other state or federal law. 3.3. Installation,Maintenance,and Removal Work.Perform work in accordance with the SWP3,according to manufacturers'guidelines,and in accordance with the TPDES General Permit TXR150000.Install and maintain the integrity of temporary erosion and sedimentation control devices to accumulate silt and debris until soil disturbing activities are completed and permanent erosion control features are in place or the disturbed area has been adequately stabilized as determined by the Owner..If a device ceases to function as intended,repair or replace the device or portions thereof as necessary.Remove sediment,debris,and litter.When approved,sediments may be disposed of within embankments,or in the right of way in areas where the material will not contribute to further siltation.Dispose of removed material in accordance with federal,state,and local regulations. Remove devices upon approval or as directed.Finish-grade and dress the area upon removal.Stabilize disturbed areas in accordance with the permit,and as shown on the plans or directed.Materials removed are considered consumed by the project.Retain ownership of stockpiled material and remove it from the project when new installations or replacements are no longer required. 3.3.1. Rock Filter Dams for Erosion Control.Remove trees,brush,stumps,and other objectionable material that may interfere with the construction of rock filter dams.Place sandbags as a foundation when required or at the Contractor's option. Place the aggregate to the lines,height,and slopes specified,without undue voids for Types 1,2,3,and 5. Place the aggregate on the mesh and then fold the mesh at the upstream side over the aggregate and secure it to itself on the downstream side with wire ties,or hog rings for Types 2 and 3,or as directed.Place rock filter dams perpendicular to the flow of the stream or channel unless otherwise directed.Construct filter dams according to the following criteria unless otherwise shown on the plans: 3.3.1.1. Type 1 (Non-reinforced). 3.3.1.1.1. Height.At least 18 in.measured vertically from existing ground to top of filter dam. 3.3.1.1.2. Top Width.At least 2 ft. 3.3.1.1.3. Slopes.No steeper than 2:1. 3.3.1.2. Type 2(Reinforced). 3.3.1.2.1. Height.At least 18 in.measured vertically from existing ground to top of filter dam. 4 287 506.001 L (Th 3.3.1.2.2. Top Width.At least 2 ft. 3.3.1.2.3. Slopes.No steeper than 2:1. 3.3.1.3. Type 3(Reinforced). 3.3.1.3.1. Height.At least 36 in.measured vertically from existing ground to top of filter dam. 3.3.1.3.2. Top Width.At least 2 ft. 3.3.1.3.3. Slopes.No steeper than 2:1. 3.3.1.4. Type 4(Sack Gabions).Unfold sack gabions and smooth out kinks and bends.Connect the sides by lacing in a single loop—double loop pattern on 4-to 5-in.spacing for vertical filling.Pull the end lacing rod at one end until tight,wrap around the end,and twist 4 times.Fill with stone at the filling end,pull the rod tight,cut the wire with approximately 6 in.remaining,and twist wires 4 times. Place the sack flat in a filling trough,fill with stone,connect sides,and secure ends as described above for horizontal filling. Lift and place without damaging the gabion.Shape sack gabions to existing contours. 3.3.1.5. Type 5.Provide rock filter dams as shown on the plans. 3.3.2. Temporary Pipe Slope Drains.Install pipe with a slope as shown on the plans or as directed.Construct embankment for the drainage system in 8-in.lifts to the required elevations.Hand-tamp the soil around and under the entrance section to the top of the embankment as shown on the plans or as directed.Form the top of the embankment or earth dike over the pipe slope drain at least 1 ft.higher than the top of the inlet pipe at all points.Secure the pipe with hold-downs or hold-down grommets spaced a maximum of 10 ft.on center. Construct the energy dissipaters or sediment traps as shown on the plans or as directed.Construct the sediment trap using concrete or rubble riprap in accordance with Item 432,"Riprap,"when designated on the plans. 3.3.3. Temporary Paved Flumes.Construct paved flumes as shown on the plans or as directed.Provide excavation and embankment(including compaction of the subgrade)of material to the dimensions shown on the plans unless otherwise indicated.Install a rock or rubble riprap energy dissipater,constructed from the materials specified above,to a minimum depth of 9 in.at the flume outlet to the limits shown on the plans or as directed. 3.3.4. Construction Exits.Prevent traffic from crossing or exiting the construction site or moving directly onto a public roadway,alley,sidewalk,parking area,or other right of way areas other than at the location of construction exits when tracking conditions exist.Construct exits for either long-or short-term use. 3.3.4.1. Long-Term.Place the exit over a foundation course as required.Grade the foundation course or compacted subgrade to direct runoff from the construction exits to a sediment trap as shown on the plans or as directed. Construct exits with a width of at least 14 ft.for one-way and 20 ft.for two-way traffic for the full width of the exit,or as directed. 3.3.4.1.1. Type 1.Construct to a depth of at least 8 in.using crushed aggregate as shown on the plans or as directed. 3.3.4.1.2. Type 2.Construct using railroad ties and timbers as shown on the plans or as directed. 3.3.4.2. Short-Term. 3.3.4.2.1. Type 3.Construct using crushed aggregate,plywood,or wafer board.This type of exit may be used for daily operations where long-term exits are not practical. 5 • 288 506-001L 3.3.4.2.2. Type 4.Construct as shown on the plans or as directed. 3.3.5. Earthwork for Erosion Control.Perform excavation and embankment operations to minimize erosion and to remove collected sediments from other erosion control devices. 3.3.5.1. Excavation and Embankment for Erosion Control Features.Place earth dikes,swales,or combinations of both along the low crown of daily lift placement,or as directed,to prevent runoff spillover.Place swales and dikes at other locations as shown on the plans or as directed to prevent runoff spillover or to divert runoff.Construct cuts with the low end blocked with undisturbed earth to prevent erosion of hillsides. Construct sediment traps at drainage structures in conjunction with other erosion control measures as shown on the plans or as directed. Create a sediment basin,where required,providing 3,600 cu.ft.of storage per acre drained,or equivalent control measures for drainage locations that serve an area with 10 or more disturbed acres at one time,not including offsite areas. 3.3.5.2. Excavation of Sediment and Debris.Remove sediment and debris when accumulation affects the performance of the devices,after a rain,and when directed. 3.3.6. Construction Perimeter Fence.Construct,align,and locate fencing as shown on the plans or as directed. 3.3.6.1. Installation of Posts.Embed posts 18 in.deep or adequately anchor in rock,with a spacing of 8 to 10 ft. 3.3.6.2. Wire Attachment.Attach the top wire to the posts at least 3 ft.from the ground.Attach the lower wire midway between the ground and the top wire. 3.3.6.3. Flag Attachment.Attach flagging to both wire strands midway between each post.Use flagging at least 18 in.long.Tie flagging to the wire using a square knot. 3.3.7. Sandbags for Erosion Control.Construct a berm or dam of sandbags that will intercept sediment-laden storm water runoff from disturbed areas,create a retention pond,detain sediment,and release water in sheet flow.Fill each bag with sand so that at least the top 6 in.of the bag is unfilled to allow for proper tying of the open end.Place the sandbags with their tied ends in the same direction.Offset subsequent rows of sandbags 1/2 the length of the preceding row.Place a single layer of sandbags downstream as a secondary debris trap.Place additional sandbags as necessary or as directed for supplementary support to berms or dams of sandbags or earth. 3.3.8. Temporary Sediment-Control Fence.Provide temporary sediment-control fence near the downstream perimeter of a disturbed area to intercept sediment from sheet flow.Incorporate the fence into erosion-control measures used to control sediment in areas of higher flow. Install the fence as shown on the plans,as specified in this Section,or as directed. 3.3.8.1. Installation of Posts.Embed posts at least 18 in.deep,or adequately anchor,if in rock,with a spacing of 6 to 8 ft.and install on a slight angle toward the runoff source. 3.3.8.2. Fabric Anchoring.Dig trenches along the uphill side of the fence to anchor 6 to 8 in.of fabric.Provide a minimum trench cross-section of 6 x 6 in.Place the fabric against the side of the trench and align approximately 2 in.of fabric along the bottom in the upstream direction.Backfill the trench,then hand-tamp. 3.3.8.3. Fabric and Net Reinforcement Attachment.Attach the reinforcement to wooden posts with staples,or to steel posts with T-clips,in at least 4 places equally spaced unless otherwise shown on the plans.Sewn vertical pockets may be used to attach reinforcement to end posts.Fasten the fabric to the top strand of reinforcement by hog rings or cord every 15 in.or less. � 1 6 289 • 506-001L 3.3.8.4. Fabric and Net Splices.Locate splices at a fence post with a minimum lap of 6 in.attached in at least 6 places equally spaced unless otherwise shown on the plans.Do not locate splices in concentrated flow areas. Requirements for installation of used temporary sediment-control fence include the following: • fabric with minimal or no visible signs of biodegradation(weak fibers), • fabric without excessive patching(more than 1 patch every 15 to 20 ft.), • posts without bends,and • backing without holes. 3.3.9. Biodegradable Erosion Control Logs. Install biodegradable erosion control logs near the downstream perimeter of a disturbed area to intercept sediment from sheet flow.Incorporate the biodegradable erosion control logs into the erosion measures used to control sediment in areas of higher flow.Install,align,and locate the biodegradable erosion control logs as specified below,as shown in plans or as directed. • Secure biodegradable erosion control logs in a method adequate to prevent displacement as a result of normal rain events,prevent damage to the logs,and to the satisfaction of the Owner such that flow is not allowed under the logs.Temporarily removing and replacing biodegradable erosion logs as to facilitate daily work is allowed at the Contractor's expense. 3.3.10. Vertical Tracking.Perform vertical tracking on slopes to temporarily stabilize soil.Provide equipment with a track undercarriage capable of producing a linear soil impression measuring a minimum of 12 in.long x 2 to 4 in.wide x 1/2 to 2 in.deep.Do not exceed 12 in.between track impressions.Install continuous linear track impressions where the 12 in.length impressions are perpendicular to the slope.Vertical tracking is required on projects where soil disturbing activities have occurred unless otherwise approved. 4. MEASUREMENT 4.1. Rock Filter Dams.Installation or removal of rock filter dams will be measured by the foot or by the cubic yard.The measured volume will include sandbags,when used. 4.1.1. Linear Measurement.When rock filter dams are measured by the foot,measurement will be along the centerline of the top of the dam. 4.1.2. Volume Measurement.When rock filter dams are measured by the cubic yard,measurement will be based on the volume of rock computed by the method of average end areas. 4.1.2.1. Installation.Measurement will be made in final position. 4.1.2.2. Removal.Measurement will be made at the point of removal. 4.2. Temporary Pipe Slope Drains.Temporary pipe slope drains will be measured by the foot. 4.3. Temporary Paved Flumes.Temporary paved flumes will be measured by the square yard of surface area. The measured area will include the energy dissipater at the flume outlet. 4.4. Construction Exits.Construction exits will be measured by the square yard of surface area. 4.5. Earthwork for Erosion and Sediment Control. 4.5.1. Equipment and Labor Measurement.Equipment and labor used will be measured by the actual number of hours the equipment is operated and the labor is engaged in the work. 4.5.2. Volume Measurement. I 7 290 506.001 L ( 4.5.2.1. In Place. 4.5.2.1.1. Excavation.Excavation will be measured by the cubic yard in its original position and the volume computed by the method of average end areas. 4.5.2.1.2. Embankment.Embankment will be measured by the cubic yard in its final position by the method of average end areas.The volume of embankment will be determined between: • the original ground surfaces or the surface upon that the embankment is to be constructed for the feature and • the lines,grades and slopes of the accepted embankment for the feature. 4.5.2.2. In Vehicles.Excavation and embankment quantities will be combined and paid for under"Earthwork (Erosion and Sediment Control, In Vehicle)."Excavation will be measured by the cubic yard in vehicles at the point of removal.Embankment will be measured by the cubic yard in vehicles measured at the point of delivery.Shrinkage or swelling factors will not be considered in determining the calculated quantities. 4.6. Construction Perimeter Fence.Construction perimeter fence will be measured by the foot. 4.7. Sandbags for Erosion Control.Sandbags will be measured as each sandbag or by the foot along the top of sandbag berms or dams. 4.8. Temporary Sediment-Control Fence.Installation or removal of temporary sediment-control fence will be measured by the foot. ' 4.9. Biodegradable Erosion Control Logs.Installation or removal of biodegradable erosion control logs will be measured by the foot along the centerline of the top of the control logs. 4.10. Vertical Tracking.Vertical tracking will not be measured or paid for directly but is considered subsidiary to this Item. 5. PAYMENT The following will not be paid for directly but are subsidiary to pertinent Items: • erosion-control measures for Contractor project-specific locations(PSLs)inside and outside the right of way(such as construction and haul roads,field offices,equipment and supply areas,plants,and material sources); • removal of litter,unless a separate pay item is shown on the plans; • repair to devices and features damaged by Contractor operations; • added measures and maintenance needed due to negligence,carelessness,lack of maintenance,and failure to install permanent controls; • removal and reinstallation of devices and features needed for the convenience of the Contractor; • finish grading and dressing upon removal of the device;and • minor adjustments including but not limited to plumbing posts,reattaching fabric,minor grading to maintain slopes on an erosion embankment feature,or moving small numbers of sandbags. Stabilization of disturbed areas will be paid for under pertinent Items. Furnishing and installing pipe for outfalls associated with sediment traps and ponds will not be paid for directly but is subsidiary to the excavation and embankment under this Item. 5.1. Rock Filter Dams.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid as follows: 8 291 506-001 L 5.1.1. Installation.Installation will be paid for as"Rock Filter Dams(Install)"of the type specified.This price is full compensation for furnishing and operating equipment,finish backfill and grading,lacing,proper disposal, labor,materials,tools,and incidentals. 5.1.2. Removal.Removal will be paid for as"Rock Filter Dams(Remove)."This price is full compensation for furnishing and operating equipment,proper disposal,labor,materials,tools,and incidentals. When the Owner directs that the rock filter dam installation or portions thereof be replaced,payment will be made at the unit price bid for"Rock Filter Dams(Remove)"and for"Rock Filter Dams(Install)"of the type specified.This price is full compensation for furnishing and operating equipment,finish backfill and grading, lacing,proper disposal,labor,materials,tools,and incidentals. 5.2. Temporary Pipe Slope Drains.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"Temporary Pipe Slope Drains"of the size specified.This price is full compensation for furnishing materials,removal and disposal,furnishing and operating equipment,labor,tools,and incidentals. Removal of temporary pipe slope drains will not be paid for directly but is subsidiary to the installation Item. When the Owner directs that the pipe slope drain installation or portions thereof be replaced,payment will be made at the unit price bid for"Temporary Pipe Slope Drains"of the size specified,which is full compensation for the removal and reinstallation of the pipe drain. Earthwork required for the pipe slope drain installation,including construction of the sediment trap,will be measured and paid for under"Earthwork for Erosion and Sediment Control." Riprap concrete or stone,when used as an energy dissipater or as a stabilized sediment trap,will be measured and paid for in accordance with Item 432,"Riprap." 5.3. Temporary Paved Flumes.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"Temporary Paved Flume (Install)"or"Temporary Paved Flume(Remove)."This price is full compensation for furnishing and placing materials,removal and disposal,equipment,labor,tools,and incidentals. When the Owner directs that the paved flume installation or portions thereof be replaced,payment will be made at the unit prices bid for"Temporary Paved Flume(Remove)"and"Temporary Paved Flume(Install)." These prices are full compensation for the removal and replacement of the paved flume and for equipment, labor,tools,and incidentals. Earthwork required for the paved flume installation,including construction of a sediment trap,will be measured and paid for under"Earthwork for Erosion and Sediment Control." 5.4. Construction Exits.Contractor-required construction exits from off right of way locations or on-right of way PSLs will not be paid for directly but are subsidiary to pertinent Items. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"for construction exits needed on right of way access to work areas required by the Owner will be paid for at the unit price bid for"Construction Exits(Install)"of the type specified or"Construction Exits (Remove)."This price is full compensation for furnishing and placing materials,excavating,removal and disposal,cleaning vehicles,labor,tools,and incidentals. When the Owner directs that a construction exit or portion thereof be removed and replaced,payment will be made at the unit prices bid for"Construction Exit(Remove)"and"Construction Exit(Install)"of the type specified.These prices are full compensation for the removal and replacement of the construction exit and for equipment,labor,tools,and incidentals. 9 292 506.001 L rr Construction of sediment traps used in conjunction with the construction exit will be measured and paid for under"Earthwork for Erosion and Sediment Control." 5.5. Earthwork for Erosion and Sediment Control. 5.5.1. Initial Earthwork for Erosion and Sediment Control.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"Excavation(Erosion and Sediment Control,In Place),""Embankment(Erosion and Sediment Control, In Place),""Excavation(Erosion and Sediment Control,In Vehicle),""Embankment(Erosion and Sediment Control,(In Vehicle),"or"Earthwork(Erosion and Sediment Control,In Vehicle)." This price is full compensation for excavation and embankment including hauling,disposal of material not used elsewhere on the project;embankments including furnishing material from approved sources and construction of erosion-control features;and equipment,labor,tools,and incidentals. Sprinkling and rolling required by this Item will not be paid for directly,but will be subsidiary to this Item. 5.5.2. Maintenance Earthwork for Erosion and Sediment Control for Cleaning and Restoring Control Measures.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid under a Contractor Force Account Item from invoice provided to the Owner. This price is full compensation for excavation,embankment,and re-grading including removal of accumulated sediment in various erosion control installations as directed,hauling,and disposal of material not used elsewhere on the project;excavation for construction of erosion-control features;embankments including furnishing material from approved sources and construction of erosion-control features;and equipment,labor,tools,and incidentals. Earthwork needed to remove and obliterate erosion-control features will not be paid for directly but is subsidiary to pertinent Items unless otherwise shown on the plans. Sprinkling and rolling required by this Item will not be paid for directly,but will be subsidiary to this Item. 5.6. Construction Perimeter Fence.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"Construction Perimeter Fence."This price is full compensation for furnishing and placing the fence;digging,fence posts, wire,and flagging;removal and disposal;and materials,equipment,labor,tools,and incidentals. Removal of construction perimeter fence will be not be paid for directly but is subsidiary to the installation Item.When the Owner directs that the perimeter fence installation or portions thereof be removed and replaced,payment will be made at the unit price bid for"Construction Perimeter Fence,"which is full compensation for the removal and reinstallation of the construction perimeter fence. 5.7. Sandbags for Erosion Control.Sandbags will be paid for at the unit price bid for"Sandbags for Erosion Control"(of the height specified when measurement is by the foot).This price is full compensation for materials,placing sandbags,removal and disposal,equipment,labor,tools,and incidentals. Removal of sandbags will not be paid for directly but is subsidiary to the installation Item.When the Owner directs that the sandbag installation or portions thereof be replaced,payment will be made at the unit price bid for"Sandbags for Erosion Control,"which is full compensation for the reinstallation of the sandbags. 5.8. Temporary Sediment-Control Fence.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid as follows: 10 293 506-001 L 5.8.1. Installation.Installation will be paid for as"Temporary Sediment-Control Fence(Install)."This price is full compensation for furnishing and operating equipment finish backfill and grading,lacing,proper disposal, labor,materials,tools,and incidentals. 5.8.2. Removal.Removal will be paid for as"Temporary Sediment-Control Fence(Remove)."This price is full compensation for furnishing and operating equipment,proper disposal,labor,materials,tools,and incidentals. 5.9. Biodegradable Erosion Control Logs.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid as follows: 5.9.1. Installation.Installation will be paid for as"Biodegradable Erosion Control Logs(Install)"of the size specified.This price is full compensation for furnishing and operating equipment finish backfill and grading, staking,proper disposal,labor,materials,tools,and incidentals. 5.9.2. Removal.Removal will be paid for as"Biodegradable Erosion Control Logs(Remove)."This price is full compensation for furnishing and operating equipment,proper disposal,labor,materials,tools,and incidentals. 5.10. Vertical Tracking.Vertical tracking will not be measured or paid for directly but is considered subsidiary to this Item. 11 . 294 636-001 1 Special Provision to Item 636 Signs ADerEmts rton Item 636,"Signs"of the Standard Specifications,is hereby amended with respect to the clauses cited below,and no other clauses or requirements of this Item are waived or changed hereby. Section 636.3.1,"Fabrication."is deleted. Section 636.3.1.2,"Sheeting Application."The last sentence of the fourth paragraph is voided and replaced by the following. Do not splice sheeting or overlay films for signs fabricated with ink or with colored transparent films. �- f 1 12-17 Statewide 295 666-007 Special Provision to Item 666 =- Retroreflectorized Pavement Markings 'Department Transportation Item 666,"Retroreflectorized Pavement Markings,"of the Standard Specifications is amended with respect to the clauses cited below.No other clauses or requirements of this Item are waived or changed. Section 2.3.,"Glass Traffic Beads."The first paragraph is voided and replaced by the following: Furnish drop-on glass beads in accordance with DMS-8290,"Glass Traffic Beads,"or as approved.Furnish a double-drop of Type II and Type III drop-on glass beads for longitudinal pavement markings where each type bead is applied separately in equal portions(by weight),unless otherwise approved.Apply the Type I II beads before applying the Type II beads.Furnish Type II beads for work zone pavement markings and transverse markings or symbols. Section 4.3.1.,"Type I Markings.,"is supplemented by the following: 4.3.1.3.Spot Striping.Perform spot striping on a callout basis with a minimum callout quantity as shown on the plans. Section 4.3.2.,"Type II Markings.,"is supplemented by the following: 4.3.2.1.Spot Striping.Perform spot striping on a callout basis with a minimum callout quantity as shown on the plans. Section 4.4.,"Retroreflectivity Requirements.,"is voided and replaced by the following. Type I markings for Contracts totaling more than 20,000 ft.of pavement markings must meet the following minimum retroreflectivity values for all longitudinal edgeline,centerline or no passing barrier-line,and lane line markings when measured any time after 3 days,but not later than 10 days after application. • White markings:250 millicandelas per square meter per lux(mcd/m2/Ix) • Yellow markings: 175 mcd/m2/Ix Retroreflectivity requirements for Type I markings are not required for Contracts with less than 20,000 ft.of pavement markings or Contracts with callout work,unless otherwise shown on the plans. Section 4.5.,"Retroreflectivity Measurements.,"is voided and replaced by the following: Use a mobile retroreflectometer to measure retroreflectivity for Contracts totaling more than 50,000 ft.of pavement markings, unless otherwise shown on the plans.For Contracts with less than 50,000 ft.of pavement markings,mobile or portable retroreflectometers may be used at the Contractor's discretion.Coordinate with and obtain authorization from the Engineer before starting any retroreflectivity data collection. Section 4.5.1.,"Mobile Retroreflectometer Measurements."The last paragraph is voided and replaced by the following. Restripe again at the Contractor's expense with a minimum of 0.060 in.(60 mils)of Type I marking material if the average of these measurements falls below the minimum retroreflectivity requirements.Take measurements every 0.1 miles_a minimum of 10 days after this third application within that mile segment for that series of markings.If the markings do not meet minimum retroreflectivity after this third application,the Engineer may require removal of all existing markings,a new application as initially specified,and a repeat of the application process until minimum retroreflectivity requirements are met. 1 -2 02-18 Statewide 296 666-007 Section 4.5.2.,"Portable Retroreflectometer Measurements."The first and second paragraphs are voided and replaced by / the following. Provide portable measurement averages for every 1.0 mile unless otherwise specified or approved.Take a minimum of 20 measurements for each 1-mi.section of roadway for each series of markings(e.g.,edgeline,center skip line,each line of a double line)and direction of traffic flow when using a portable reflectometer.Measure each line in both directions for centerlines on two-way roadways(i.e.,measure both double solid lines in both directions and measure all center skip lines in both directions).The spacing between each measurement must be at least 100 ft.The Engineer may decrease the mileage frequency for measurements if the previous measurements provide satisfactory results.The Engineer may require the original number of measurements if concems arise. Restripe at the Contractor's expense with a minimum of 0.060 in.(60 mils)of Type I marking material if the averages of these measurements fail.Take a minimum of 10 more measurements after 10 days of this second application within that mile segment for that series of markings.Restripe again at the Contractor's expense with a minimum of 0.060 in.(60 mils)of Type I marking material if the average of these measurements falls below the minimum retroreflectivity requirements.If the markings do not meet minimum retroreflectivity after this third application,the Engineer may require removal of all existing markings,a new application as initially specified,and a repeat of the application process until minimum retroreflectivity requirements are met. Section 4.6."Performance Period."The first sentence is voided and replaced by the following: All longitudinal markings must meet the minimum retroreflectivity requirements within the time frame specified.All markings must meet all other performance requirements of this specification for at least 30 calendar days after installation. Article 6."Payment."The first two paragraphs are voided and replaced by the following. The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement'will be paid for at the unit price bid for"Pavement Sealer"of the size specified;"Retroreflectorized Pavement Markings"of the type and color specified and the shape,width,size,and thickness(Type I markings only)specified,as applicable;"Retroreflectorized Pavement Markings with Retroreflective Requirements"of the types,colors,sizes,widths,and thicknesses specified; "Retroreflectorized Profile Pavement Markings"of the various types,colors,shapes,sizes,and widths specified;or"Reflectorized Pavement Marking(Call Out)""of the shape,width,size,and thickness(Type I markings only)specified,as applicable;or "Pavement Sealer(Call Out)"of the size specified. - This price is full compensation for materials,application of pavement markings,equipment,labor,tools,and incidentals. 2-2 02-18 Statewide 297 6001 I Special Specification 6001 Portable Changeable Message Sign hansportatIon 1. DESCRIPTION Furnish,operate,and maintain portable trailer mounted changeable message sign(PCMS)units. 2. MATERIALS Furnish new or used material in accordance with the requirements of this Item and the details shown on the plans.Provide a self-contained PCMS unit with the following: • Sign controller • Changeable Message Sign • Trailer • • Power source Paint the exterior surfaces of the power supply housing,supports,trailer,and sign with Federal Orange No.22246 or Federal Yellow No. 13538 of Federal Standard 595C,except paint the sign face assembly flat black. 2.1. Sign Controller.Provide a controller with permanent storage of a minimum of 75 pre-programmed messages.Provide an external input device for random programming and storage of a minimum of 75 additional messages.Provide a controller capable of displaying up to 3 messages sequentially.Provide a controller with adjustable display rates.Enclose sign controller equipment in a lockable enclosure. Message Sign.Provide a sign capable of beingelevated to at least 7 ft.above the roadway Changeable 9P Y surface from the bottom of the sign.Provide a sign capable of being rotated 360°and secured against movement in any position. Provide a sign with 3 separate lines of text and 8 characters per line minimum.Provide a minimum 18 in. character height.Provide a 5 x 7 character pixel matrix.Provide a message legibility distance of 600 ft.for nighttime conditions and 800 ft.for normal daylight conditions.Provide for manual and automatic dimming light sources. The following are descriptions for 3 screen types of PCMS: is Character Modular Matrix.This screen type comprises of character blocks. • Continuous Line Matrix.This screen type uses proportionally spaced fonts for each line of text. • Full Matrix.This screen type uses proportionally spaced fonts,varies the height of characters,and displays simple graphics on the entire sign. 2.3. Trailer.Provide a 2 wheel trailer with square top fenders,4 leveling jacks,and trailer lights. Do not exceed an overall trailer width of 96 in.Shock mount the electronics and sign assembly. 2.4. Power Source.Provide a diesel generator,solar powered power source,or both. Provide a backup power source as necessary. 2.5. Cellular Telephone.When shown on the plans,provide a cellular telephone connection to communicate with the PCMS unit remotely. 1 09-14 Statewide 298 6001 1:= l 3. CONSTRUCTION Place or relocate PCMS units as shown on the plans or as directed.The plans will show the number of PCMS units needed,for how many days,and for which construction phases. Maintain the PCMS units in good working condition.Repair damaged or malfunctioning PCMS units as soon as possible.PCMS units will remain the property of the Contractor. 4. MEASUREMENT This Item will be measured by each PCMS or by the day used.All PCMS units must be set up on a work area and operational before a calendar day can be considered measurable.When measurement by the day is specified,a day will be measured for each PCMS set up and operational on the worksite. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Portable Changeable Message Sign."This price is full compensation for PCMS units;set up;relocating;removing;replacement parts;batteries(when required); fuel,oil,and oil filters(when required);cellular telephone charges(when required);software;and equipment, materials,tools,labor,and incidentals. I � 2 09-14 Statewide 299 6002 Special Specification 6002 Video Imaging Vehicle Detection SystemApr TOMS of pan 1. DESCRIPTION Install a Video Imaging Vehicle Detection System(VIVDS)that monitors vehicles on a roadway via processing of video images and provides detector outputs to a traffic controller or similar device. A VIVDS configuration for a single intersection will consist of variable focal length cameras,VIVDS card rack processor system,and all associated equipment required to setup and operate in a field environment, including a video monitor and laptop(if required),connectors,and camera mounting hardware. The system is composed of these principal items:the cameras,the field communications link between the camera and the VIVDS processor unit,and the VIVDS processor unit along with a PC,video monitor,or associated equipment required to setup the VIVDS and central control software to communicate to the VIVDS processor. The VIVDS Card Rack Processor must be either NEMA TS 2 TYPE 1 or TYPE 2.TYPE 2 must have RS 485 SDLC. 2. DEFINITIONS 2.1. VIVDS Processor Unit.The electronic unit that converts the video image provided by the cameras, generates vehicle detections for defined zones,and collects vehicular data as specified. 2.2. VIVDS Processor System.One or more VIVDS processor modular units required to handle the number of camera inputs. 2.3. Central Control.A remotely located control center,which communicates with the VIVDS.The VIVDS operator at the central control has the ability to monitor the operation and modify detector placement and configuration parameters.The equipment that constitutes central control is comprised of a workstation microcomputer along with the associated peripherals as described in this Special Specification. 2.4. Field Setup Computer.A portable microcomputer used to set up and monitor the operation of the VIVDS processor unit.If required to interface with the VIVDS processor unit,the field setup computer with the associated peripherals described in this Special Specification and a video monitor,also described in this Special Specification,must be supplied as part of the VIVDS. 2.5. Field Communications Link.The communications connection between the camera and the VIVDS processor unit.The primary communications link media may be coaxial cable or fiber optic cable. 2.6. Remote Communications Link.The communications connection between the VIVDS processor unit and the central control. 2.7. Camera Assembly.The complete camera or optical device assembly used to collect the visual image.The camera assembly consists of a charged coupled device(CCD)camera,environmental enclosure,sun shield, temperature control mechanism,and all necessary mounting hardware. 2.8. Occlusion.The phenomenon when a vehicle passes through the detection zone but the view from the sensor is obstructed by another vehicle.This type of occlusion results in the vehicle not being detected by the sensor or when a vehicle in one lane passes through the detection zone of an adjacent lane.This type of (. occlusion can result in the same vehicle being counted in more than one lane. 1 - 09-14 Statewide 300 6002 2.9. Detection Zone.The detection zone is a line or area selected through the VIVDS processor unit that when occupied by a vehicle,sends a vehicle detection to the traffic controller or freeway management system. 2.10. Detection Accuracy.The measure of the basic operation of a detection system(shows detection when a vehicle is in the detection zone and shows no detection when there is not a vehicle in the detection zone). 2.11. Live Video.Video being viewed or processed at 30 frames per second. 2.12. Lux.The measure of light intensity at which a camera may operate.A unit of illumination equal to one lumen per square meter or to the illumination of a surface uniformly one meter distant from a point source of one candle. 2.13. Video Monitor.As a minimum must be a 9-in.black and white monitor with BNC connectors for video in and out. 3. FUNCTIONAL CAPABILITIES The system software must be able to detect either approaching or departing vehicles in multiple traffic lanes. A minimum of 4 detector outputs per video processor module card and each card must have a minimum of 24 detection zones.Each zone and output must be user definable through interactive graphics by placing lines or boxes in an image on a video or VGA monitor.The user must be able to redefine previously defined detection zones. The VIVDS must provide real time vehicle detection(within 112 milliseconds(ms)of vehicle arrival). The VIVDS processor unit must be capable of simultaneously processing information from various video sources,including CCTV video image sensors and video tape players.The video sources may be,but are not required to be,synchronized or line-locked.The video must be processed at a rate of 30 times per ( second by the VIVDS processor unit. The system must be able to detect the presence of vehicles in a minimum of 12 detection zones within the combined field of view of all cameras(a minimum of 12 detection zones per camera input to the VIVDS processor unit). Provide detection zones that are sensitive to the direction of vehicle travel.The direction to be detected by each detection zone must be user programmable. The VIVDS processor unit must compensate for minor camera movement(up to 2%of the field of view at 400 ft.)without falsely detecting vehicles.The camera movement must be measured on the unprocessed video input to the VIVDS processor unit. The camera must operate while directly connected to VIVDS Processor Unit. Once the detector configuration has been downloaded or saved into the VIVDS processor unit,the video detection system must operate with the monitoring equipment(monitor or laptop)disconnected or online. When the monitoring equipment is directly connected to the VIVDS processor unit,it must be possible to view vehicle detections in real time as they occur on the field setup computer's color VGA display or the video monitor. 4. VEHICLE DETECTION 4.1. Detection Zone Placement.The video detection system must provide flexible detection zone placement anywhere within the combined field of view of the image sensors. Preferred presence detector configurations must be lines or boxes placed across lanes of traffic or lines placed in line with lanes of traffic.A single detector must be able to replace one or more conventional detector loops.Detection zones must be able to 2 09-14 Statewide 301 6002 be fully overlapped.In addition,detection zones must have the capability of implementing"AND"and"OR" logical functions including presence,extension and delay timing.These logical functions may be excluded if provisions are made to bring each detector separately into the controller and the controller can provide these functions. 4.2. Detection Zone Programming.Placement of detection zones must be by means of a graphical interface using the video image of the roadway.The monitor must show images of the detection zones superimposed on the video image of traffic while the VIVDS processor is running. The detection zones must be created by using the mouse or keypad to draw detection zones on the monitor. The detection zones must be capable of being sized,shaped and overlapped to provide optimal road coverage and detection.It must be possible to upload detector configurations to the VIVDS processor unit and to retrieve the detector configuration that is currently running in the VIVDS processor unit. The mouse or keypad must be used to edit previously defined detector configurations so as to fine tune the detection zone placement size and shape.Once a detection configuration has been created,the system must provide a graphic display of the new configuration on its monitor.While this fine-tuning is being done, the detection must continue to operate from the detector configuration that is currently called. When a vehicle occupies a detection zone,the detection zone on the live video must indicate the presence of a vehicle,thereby verifying proper operation of the detection system.With the absence of video,the card must have an LED that will indicate proper operation of the detection zones. Provide detection zones that are sensitive to the direction of vehicle travel.The direction to be detected by each detection zone must be user programmable.The vehicle detection zone should not activate if a vehicle traveling any direction other than the one specified for detection occupies the detection zone.Cross-street and wrong way traffic should not cause a detection. ' 4.3. Design Field of View.The video detection system must reliably detect vehicle presence in the design field of view.The design field of view must be defined as the sensor view when the image sensor is mounted 24 ft.or higher above the roadway,when the camera is adjacent(within 15 ft.)to the edge of the nearest vehicle travel lane,and when the length of the detection area is not greater than 10 times the mounting height of the image sensor.Within this design field of view,the VIVDS processor unit must be capable of setting up a single detection zone for point detection(equivalent to the operation of a 6 ft. x 6 ft.inductive loop).A single camera,placed at the proper mounting height with the proper lens,must be able to monitor up to and including 5 traffic lanes simultaneously. 4.4. Detection Performance.Detection accuracy of the video detection system must be comparable to properly operating inductive loops.Detection accuracy must include the presence of any vehicle in the defined detection zone regardless of the lane,which the vehicle is occupying.Occlusion produced by vehicles in the same or adjacent lanes must not be considered a failure of the VIVDS processor unit,but a limitation of the camera placement.Detection accuracy(a minimum of 95%)must be enforced for the entire design field of view on a lane by lane and on a time period basis.When specified on the plans,furnish up to 24 continuous hours of recorded video of all installed intersection cameras within the 30 day test period for verification of proper camera placement,field of view,focus,detection zone placement,processor setup and operation. The video from each camera must show vehicle detections for all zones. 4.5. Equipment Failure.Either camera or VIVDS processor unit must result in constant vehicle detection on affected detection zones. 5. VIVDS PROCESSOR UNIT 5.1. Cabinet Mounting.The VIVDS processor unit must be rack mountable. 5.2. Environmental Requirements.The VIVDS processor unit must be designed to operate reliably in the adverse environment found in the typical roadside traffic cabinet.It must meet the environmental 1 3 09-14 Statewide 302 6002 requirements set forth by the latest NEMA(National Electrical Manufacturers Association)TS1 and TS2 standards as well as the environmental requirements for Type 170,Type 179 and 2070 controllers. Operating temperature must be from-30°F to+165°F at 0%to 95%relative humidity,non-condensing. 5.3. Electrical.The VIVDS must have a modular electrical design. The VIVDS must operate within a range of 89 to 135 VAC,60 Hz single phase.Power to the VIVDS must be from the transient protected side of the AC power distribution system in the traffic control cabinet in which the VIVDS is installed. Serial communications to the field setup computer must be through an RS 232,USB or Ethernet port.This port must be able to download the real time detection information needed to show detector actuations.A connector on the front of the VIVDS processor unit must be used for serial communications. The unit must be equipped with RS 170(monochrome)or RS170A(color)composite video inputs video inputs,so that signals from image sensors or other synchronous or asynchronous video sources can be processed in real time.BNC connectors on the front of the VIVDS processor unit or video patch panel must be used for all video inputs. The unit must be equipped with a single RS 170 composite video output.This output must be capable of corresponding to any one of the video inputs,as selected remotely via the field setup computer or front panel switch.Multiple video outputs requiring external cable connections to create a combined single video output must not be acceptable.A BNC or RCA connector must be used for video output on the front of the processor unit.Any other video formats must be approved by a Department TRF Signal Operation Engineer before use. Software upgrades or changes must be presented to and approved by the Department's TRF-TM Division before use.Failure to do so will be grounds for termination of contract and probation for responsible partys. The unit software and the supervisor software must include diagnostic software to allow testing the VIVDS functions.This must include the capability to set and clear individual detector outputs and display the status of inputs to enable setup and troubleshooting in the field. 6. CAMERA ASSEMBLY 6.1. Camera.The video detection system must use medium resolution,monochrome image sensors as the video source for real time vehicle detection.The cameras must be approved for use with the VIVDS processor unit by the supplier of the VIVDS.As a minimum,each camera must provide the following capabilities: • Images must be produced with a Charge Coupled Device(CCD)sensing element with horizontal resolution of at least 480 lines for black and white or 470 lines for color and vertical resolution of at least 350 lines for black and white or color.Images must be output as a video signal conforming to RS170. in Useable video and resolvable features in the video image must be produced when those features have luminance levels as low as 0.1 lux for black and white,and as low as 1.0 lux for color,for night use. • Useable video and resolvable features in the video image must be produced when those features have luminance levels as high as 10,000 lux during the day. • The camera must include an electronic shutter or auto-iris control based upon average scene luminance and must be equipped with an electronic shutter or auto-iris lens with variable focal length and variable focus that can be adjusted without opening up the camera housing to suit the site geometry.The variable focal length must be adjustable from 6 mm to 34 mm. 6.2. Camera and Lens Assembly.The camera and lens assembly must be housed in an environmental enclosure that provides the following capabilities: • The enclosure must be waterproof and dust tight to the latest NEMA 4 specifications. 4 09-14 Statewide 303 6002 • The enclosure must allow the camera to operate satisfactorily over an ambient temperature range from -30°F to+140°F while exposed to precipitation as well as direct sunlight. • The enclosure must allow the camera horizon to be rotated in the field during installation. • The enclosure must include a provision at the rear of the enclosure for connection of power and video signal cables fabricated at the factory.Input power to the environmental enclosure must be nominally 115 VAC 60 Hz. is A thermostatically controlled heater must be at the front of the enclosure to prevent the formation of ice and condensation,as well as to assure proper operation of the lens's iris mechanism.The heater must not interfere with the operation of the camera electronics,and it must not cause interference with the video signal. • The enclosure must be light colored or unfinished and must include a sun shield to minimize solar heating.The front edge of the sunshield must protrude beyond the front edge of the environmental enclosure and must include provision to divert water flow to the sides of the sunshield.The amount of overhang of the sun shield must be adjustable to block the view of the horizon to prevent direct sunlight from entering the lens.Any plastics used in the enclosure must include ultra violet inhibitors. • The total weight of the image sensor in the environmental enclosure with sunshield must be less than 10 lb. • When operating in the environmental enclosure with power and video signal cables connected,the image sensor must meet FCC class B requirements for electromagnetic interference emissions. The video output of the cameras must be isolated from earth ground.All video connections for the cameras to the video interface panel must also be isolated from earth ground. Use waterproof,quick disconnect connectors to the image sensor for both video and power. Provide a camera interface panel capable of being mounted to sidewalls of a controller cabinet for protection of the VIVDS processor unit,camera video and power inputs/outputs.The panel must consist of,as a minimum,4 Edco CX06 coax protectors,an Edco ACP-340 for the cameras and VIVDS processor unit power,a 10 amp breaker,a convenience outlet protected the ACP-340 and a terminal strip with a minimum of sixteen 8-32 binder head screws.The terminal strip must be protected by a piece of 1/8 in. Plexiglas. When the connection between the image sensor and the VIVDS processor unit is coaxial cable,the coaxial cable used must be a low loss,75 ohm,precision video cable suited for outdoor installation,such as Belden 8281 or a Department-approved equal. Camera mounting hardware must allow for vertical or horizontal mounting to the camera enclosure. Pelco AS-0166-4-62 or equivalent is acceptable. 7. FIELD COMMUNICATION LINK The field communications link must be a one way communications connection from the camera to the equipment cabinet.The primary communications link media may be coaxial cable or fiber optic cable accompanied by a 3 conductor minimum 18 AWG,24 VDC or 115 VAC camera power cable,or appropriate cable as approved. The following requirements must govern for the various types of field communications link media described on the plans: 7.1. Coaxial Cable.In locations where the plans indicate coaxial cable is required as the primary communications link,this cable must be of the RG 59 type with a nominal impedance of 75 ohms.All cable must have a polyethylene dielectric with copper braid shield having a minimum of 98%shield coverage and not greater than 0.78 dB attenuation per 100 feet at 10 MHz with a minimum 18 AWG external 3 conductor power cable or approved equivalent as directed. 5 09-14 Statewide 304 6002 7.2. Fiber Optic Cable.If shown on the plans,furnish fiber optic cable in accordance with the Special Specification for fiber optic cable. 7.3. Twisted Wire Pairs.Must be Belden 9556 or equivalent 18 AWG TWP control cable. All connection cables must be continuous from the equipment cabinet to the camera.No splices of any type will be permitted. Install lightning and transient surge suppression devices on the processor side of the field communications link to protect the peripheral devices.The suppression devices must be all solid state.Lightning protection is not required for fiber optic communication lines.The devices must present high impedance to,and must not interfere with,the communications lines during normal operation.The suppression devices must not allow the peak voltage on any line to exceed 300%of the normal operating peak voltage at any time.The response time of the devices must not exceed 5 nanoseconds. 8. VIVDS SET-UP SYSTEM The minimum VIVDS set-up system,as needed for detector setup and viewing of vehicle detections,must consist of a field setup computer and Windows based interface software(if required)or a video monitor with interface software built-in to the VIVDS processor unit.Live video(30 frames per second)must be available on the field setup computer to determine proper operation of detectors.The field set-up computer as a minimum,must have an NTSC video input port or equivalent. If a field setup computer is required for system set-up,it must be supplied by the supplier of the VIVDS. The field setup computer must include all necessary cabling and a Windows based program to interface with the VIVDS processor unit.This software must provide an easy to use graphical user interface and support all models/versions of the supplied VIVDS. Live video with the detection overlaid is required for field verification of the system. 9. TEMPORARY USE AND RETESTING 9.1. Temporary Use.When shown on the plans,the VIVDS equipment must be used to provide vehicle detection on a temporary basis.When the permanent vehicle detection system and related equipment are installed and made operational,the VIVDS equipment must be carefully removed and delivered to the location shown on the plans. 9.2. State Retesting and Acceptance.Before acceptance,all VIVDS equipment may be retested by the Department,even if the system was operating properly before removal.Repair or replace any equipment damaged during removal or transport and any equipment that does not meet the various test requirements. 10. OPERATION FROM CENTRAL CONTROL The central control must transmit and receive all information needed for detector setup,monitor the vehicle detection,view the vehicle traffic flow at a rate of 2 frames per second or greater for telephone,or 5 frames per second or greater for ISDN lines(as specified by the plans),and interrogate all required stored data.The remote communications link between the VIVDS processor unit and central control may be dial-up (telephone or ISDN lines)or dedicated twisted wire pair communications cable which may be accompanied with coaxial cable or fiber-optic cable,as shown on the plans.Communications with the central control must not interfere with the on-street detection of the VIVDS processor.Quality of the video at 2 frames per second rate must be such that the view with the traffic flow is clear and in focus. 6 09-14 Statewide 305 6002 11. INSTALLATION AND TRAINING The supplier of the video detection system must supervise the installation and testing of the video and computer equipment.A factory certified representative from the supplier must be on site during installation. If the field setup computer is furnished by the Department,such installation and testing must be done at the time that training is conducted. -. Provide up to 2 days of training to personnel of the Department in the operation,setup and maintenance of the video detection system.Provide instruction and materials for a maximum of 20 persons and conduct at a location selected by the Department.The Department will be responsible for any travel and room and board expenses for its own personnel. Instruction personnel are required to be certified by the equipment manufacturer.The User's Guide is not an adequate substitute for practical,classroom training and formal certification by an approved agency. Formal levels of factory authorized training are required for installers,contractors,and system operators.All training must be certified by the manufacturer. 12. WARRANTY, MAINTENANCE,AND SUPPORT The video detection system must be warranted to be free of defects in material and workmanship for a period of 5 yr.from date of shipment from the supplier's facility.During the warranty period,the supplier must repair with new or refurbished materials,or replace at no charge,any product containing a warranty defect provided the product is returned FOB to the supplier's factory or authorized repair site.Return product repair or replaced under warranty by the supplier with transportation prepaid.This warranty does not apply to products damaged by accident,improperly operated,abused,serviced by unauthorized personnel or unauthorized modification. During the warranty period,technical support must be available from the supplier via telephone within 4 hr.of the time a call is made by a user,and this support must be available from factory certified personnel or factory certified installers. Ongoing software support by the supplier must include updates of the VIVDS processor unit and supervisor software(if a field setup computer is required for set up).Provide these updates free of charge during the warranty period.The update of the VIVDS software to be"NTCIP compliant must be included. The supplier must maintain a program for technical support and software updates following expiration of the warranty period.Make this program available to the Department in the form of a separate agreement for continuing support. The supplier must maintain an ongoing program of technical support for the wireless camera system.This technical support must be available via telephone or personnel sent to the installation site. The supplier must maintain an adequate inventory of parts to support maintenance and repair of the camera system. 13. MEASUREMENT The VIVDS will be measured as each major system component furnished,installed,made fully operational, and tested in accordance with this Special Specification or as directed. The VIVDS communication cable will be measured by the foot of the appropriate media type furnished, installed,made fully operational,and tested in accordance with this Specification,other referenced Special Specifications or as directed. 7 09-14 Statewide 306 6002 f When the VIVDS is used on a temporary basis,the VIVDS will be measured as each system furnished, installed,made fully operational,including reconfiguration and removal if required by the plans,and tested in accordance with this Special Specification or as directed. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. When recorded video is required by the plans it will be paid for by each camera recorded. 14. PAYMENT The work performed,materials,and all accompanying software furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"VIVDS Processor System,""VIVDS Camera Assembly,""VIVDS Central Control,""VIVDS Set-up System,""VIVDS Temporary,""VIVDS Communication Cable(Coaxial),""VIVDS Communication Cable(Fiber Optic),"and "VIVDS Video Recording,"These prices are full compensation for furnishing,placing,and testing all materials and equipment,and for all tools,labor,equipment,hardware,operational software packages,supplies, support,personnel training,shop drawings,documentation,and incidentals.A 3-conductor power cable must be included with the communication cable. These prices also include any and all interfaces required for the field and remote communications links along with any associated peripheral equipment,including cables;all associated mounting hardware and associated field equipment;required for a complete and fully functional visual image vehicle detection system component. i 8 09-14 Statewide 307 6185 Special Specification 6185 Truck Mounted Attenuator (TMA) and Trailer .aexas aeon Attenuator (TA) 1. DESCRIPTION Furnish,operate,maintain and remove upon completion of work,Truck Mounted Attenuator(TMA)or Trailer Attenuator(TA). 2. MATERIALS Furnish,operate and maintain new or used TMAs or TAs. Assure used attenuators are in good working condition and are approved for use. A list of approved TMA/TA units can be found in the Department's Compliant Work Zone Traffic Control Devices List. The host vehicle for the TMA and TA must weigh a minimum of 19,000 lbs.Host vehicles may be ballasted to achieve the required weight.Any weight added to the host vehicle must be properly attached or contained within it so that it does not present a hazard and that proper energy dissipation occurs if the attenuator is impacted from behind by a large truck.The weight of a TA will not be considered in the weight of the host vehicle but the weight of a TMA may be included in the weight of the host vehicle. Upon request,provide either a manufacturer's curb weight or a certified scales weight ticket to the Engineer. 3. CONSTRUCTION Place or relocate TMAITAs as shown on the plans or as directed.The plans will show the number of TMA/TAs needed,for how many days or hours,and for which construction phases. Maintain the TMA/TAs in good working condition.Replace damaged TMA/TAs as soon as possible. 4. MEASUREMENT 4.1. Truck Mounted Attenuator/Trailer Attenuator(Stationary).This Item will be measured by the each or by the day.TMA/TAs must be set up in a work area and operational before a calendar day can be considered measurable.When measurement by the day is specified,a day will be measured for each TMA/TA set up and operational on the worksite. 4.2. Truck Mounted Attenuator/Trailer Attenuator(Mobile Operation).This Item will be measured by the hour. The time begins once the TMA/TA is ready for operation at the predetermined site and stops when notified by the Engineer. A minimum of 4 hr.will be paid each day for each operating TMAITA used in a mobile operation. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Truck Mounted Attenuators/Trailer Attenuators (Stationary),"or'Truck Mounted Attenuators/Trailer Attenuators(Mobile Operation)."This price is full • compensation for furnishing TMA/TA:set up;relocating;removing;operating;fuel;and equipment,materials, tools,labor,and incidentals. 1 11-17 Statewide 308 County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd CITY OF PEARLAND GENERAL NOTES 1. The contractor shall not dump any dirt or other materials onto a property being outside of the boundary of the permitted project and within the City of Pearland city limits without a valid.Development/Grading Permit Issued to the offsite property owner by the City of Pearland Engineering Department.If such dumping is to occur without a valid permit,the Contractor shall be solely responsible for the removal of any discarded dirt or other materials to an approved location at the contractor expense. 2. On site Mechanical Sweepers (Road Broom) is required for the projects hauling dirt to and from the site in excess of 120 cubic yards per day. 3. Contractor shall adequately protect existing structures, utilities,trees, shrubs, and permanent objects which are not scheduled to be removed as a part of this project. Prior to the removal of any trees a Clear and Grub Permit must be obtained from the Urban Forester 281.652.1983. 4. Contractor shall maintain access to residential and commercial properties adjacent to the work area at all times. 5. On all pavement to be removed, including concrete driveways and sidewalks,the pavement shall be sawcut to full depth prior to removal. 6. All work within City of Pearland rights-of-way or public easements shall be constructed in accordance with the City of Pearland specifications, accepted standards and approved details. The contractor is responsible for obtaining and understanding all relevant information prior to construction. 7. Contractor shall contact the City of Pearland Chief Engineering Inspector(James Nester) at 281.851.2314 to either schedule or notify him of a previously scheduled pre- construction meeting. The pre-construction meeting shall be held a minimum of 48 hours prior to the start of construction. 8. The contractor is not authorized to operate water/sanitary infrastructure utilities, owned or operated by the City of Pearland. Contractor shall contact the City of Pearland Public Works department to request City of Pearland Public Works authorized personnel to perform all utility operations. 309 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd General Notes: General: Unless otherwise shown on the plans,RAP generated by this project Will become the property of the Contractor for use in the current construction project or in future projects. If fixed features require,the governing slopes shown may vary between the limits shown and to the extent determined by the Engineer. Notify the Engineer immediately if discrepancies are discovered in the horizontal control or the benchmark data. References to manufacturer's trade name or catalog numbers are for the purpose of identification only. Similar materials from other manufacturers are permitted if they are of equal quality, comply with the specifications for this project, and are approved, except for roadway illumination, electrical, and traffic signal items. The cost for materials, labor, and incidentals to provide for traffic across the roadway and for ingress and egress to private property in accordance with Section 7.2.4 of the standard specifications is subsidiary to the various bid items. Restore access roadways to their original condition upon completing construction. Grade street intersections and median openings for surface drainage. If a foundation is to be placed where a riprap surface or an asphalt concrete surface presently exists,use caution in breaking out the existing surface for placement. Break out no greater area than is required to place the foundation. After placing the foundation, wrap the periphery with 0.5 in.pre-molded mastic expansion joint. Then replace the remaining portion of the broken out surface with Class A or Class C concrete or cold mix asphalt concrete to the exact slope,pattern, and thickness of the existing riprap or asphalt. Payment for breaking out the existing surface, wrapping the foundation, and replacing the surface is subsidiary to the various bid items. Furnish aluminum Type A signs instead of plywood signs for signs shown on the Summary of Small Signs sheet. Clearly mark or highlight on the shop drawings,the items being furnished for this project. Submit required shop drawings in accordance with the shop drawing distribution list shown in the note for Item 5 for review and distribution. Right of way parcels or utility adjustments shown to be unclear on the plans but not listed on the special provisions will have no effect on construction. Unless otherwise shown on the plans or otherwise directed,commence work after sunrise and r ensure construction equipment is off the road by sunset. General Notes Sheet A 310 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Procure permits and licenses, which are to be issued by the City, County, or Municipal Utility District. Any groundwater elevation information provided is representative of conditions existing on the day when and for the specific location where this information was collected. The actual groundwater elevation may fluctuate with time, climatic conditions, and construction activity. General: Roadway Illumination and Electrical For roadway illumination and electrical items,use materials from pre-qualified producers as shown on the Construction Division(CST) of the Department's material producers list. Check the latest link on the TxDOT website for this list. The category/item is"Roadway Illumination and Electrical Supplies." No substitutions will be allowed for materials found on this list. Pull boxes and warning tape to be furnished by CenterPoint Energy upon Contractor's request, or Contractor may obtain warningtape and pull boxes of approved equal material and design. Obtaining and installing the pull boxes and warning tape shall be considered subsidiary to installation of the conduit. Installation of luminaires to be installed by others. General: Traffic Signals For traffic signal items,use materials from the Pre-Qualified Producers List(located at http://www.dot.state.tx.us/GSD/purchasing/supps.htm) and the materials pre-qualified for illumination and electrical items (located at http://ftp.dot.state.tx.us/pub/txdot- info/cmd/mpl/riaes.pdf) as shown on the Department's Material Producers List and the Roadway Illumination and Electrical Supplies List. Check the latest links on the TxDOT website for these lists. No substitutions will be allowed for materials found on these lists. General: Site Management Mark stations every 100 ft. and maintain the markings for the project duration. Remove the station markings at the completion of the project. This work is subsidiary to the various bid items. Do not mix or store materials, or store or repair equipment, on top of concrete pavement or bridge decks unless authorized by the Engineer. Permission will be granted to store materials on surfaces if no damage or discoloration will result. Personal vehicles of employees are not permitted to park within the right of way, including sections closed to public traffic. Employees may park on the right of way at the Contractor's office, equipment, and materials storage yard sites. Assume ownership of debris and dispose of at an approved location. Do not dispose of debris on private property unless approved in writing by the District Engineer. General Notes Sheet B 311 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Control the dust caused by construction operations. For sweeping the base material in preparation for laying asphalt and for sweeping the finished concrete pavement,use one of the following types of sweepers or approved equal: Tricycle Type Truck Type-,4 Wheel Wayne Series 900 M-B Cruiser II Elgin White Wing Wayne Model 945 Elgin Pelican Mobile TE-3 Mobile TE-4 Murphy 4042 General: Traffic Control and Construction Schedule construction operations such that preparing individual items of work follows in close sequence to constructing storm drains in order to provide as little inconvenience as practical to the businesses and residents along the project. Schedule work so that the base placement operations follow the subgrade work as closely as practical to reduce the hazard to the traveling public and to prevent undue delay caused by wet weather. This project requires extensive grading operations in an environmentally sensitive area. If relocating mailboxes,place them with the post firmly in the ground at nearby locations. Upon completing the project,the Engineer will locate the final mailbox placement. Perform this work in accordance with the requirements of the Item, "Mailbox Assemblies," except for measurement and payment. This work is subsidiary to the various bid items. If fences cross construction easements shown on the plans and work is required beyond the fences, remove and replace the fences as directed. This work and the materials are subsidiary to the various.bid items. When design details are not shown on the plans,provide signs and arrows conforming to the latest"Standard Highway Sign Designs for Texas"manual. General: Utilities Consider the locations of underground utilities depicted in the plans as approximate and employ responsible care to avoid damaging utility facilities. Depending upon scope and magnitude of planned construction activities, advanced field confirmation by the utility owner or operator may be prudent. Where possible,protect and preserve permanent signs, markers, and designations of y underground facilities. General Notes Sheet C 312 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd If the Contractor damages or causes damage (breaks, leaks, nicks, dents, gouges, etc.) to the utility, contact the utility facility owner or operator immediately. Notify the Engineer at least 48 hours before constructing junction boxes at storm drain and utility intersections. Install or remove poles and luminaires located near overhead or underground electrical lines using established industry and utility safety practices. Consult the appropriate utility company before beginning such work. If overhead or underground power lines need to be de-energized, contact the electrical service provider to perform this work. Costs associated with de-energizing the power lines or other protective measures required are at no expense to the City. If working near power lines, comply with the appropriate sections of Texas State Law and Federal Regulations relating to the type of work involved. Perform electrical work(with the exception of any street light related work) in conformance with the National Electrical Code (NEC) and Department standard sheets. Item 5: Control of Work - Submit shop drawings electronically for the fabrication of items as documented in Table 1 or Table 2 below. Information and requirements for electronic submittals can be viewed in the "Guide to Electronic Shop Drawing Submittal"which can be accessed through the following web link,ftp://ftp.dot.state.tx.us/pub/txdot-info/library/pubs/bus/bridge/e submit guide.pdf. References to 11 in.x 17 in. sheets in individual specifications for structural items imply electronic CAD sheets. Table 1 2014 Construction Specification Required Shop/Working Drawing Submittals-TxDOT Generated Plans Spec Approval Contractor/ Shop or Submittal Fabricator Reviewing Working Item Product Required No.'s Required (YIN) P.E.Seal Party Drawing Required (Note 1) 7.16.1&.2 Construction Load Analyses Y Y Y B WD 400 Excavation and Backfill for Y N Y A WD Structures(cofferdams) 403 Temporary Special Shoring Y N Y C WD 420 Formwork/Falsework Y N Y A WD 423 Retaining Walls, (caics req'd.) Y Y Y C SD 425 Optional Design Calculations Y Y Y B SD (Prstrs Bms) 425 Prestr Concr Sheet Piling Y Y N B SD 425 Prestr Concr Beams Y Y N B SD 425 Prestr Concr Bent Y Y N B SD General Notes Sheet D 313 • Sheet --- County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd 426 Post Tension Details Y Y N B SD _ 434 Elastomeric Bearing Pads(All) Y Y N B SD 441 Bridge Protective Assembly Y Y N B SD 441 Misc Steel(various steel - Y Y N B SD assemblies) 441 Steel Pedestals(bridge raising) Y Y N B SD 441 Steel Bearings Y Y N B SD 441 Steel Bent Y Y N B SD 441 - Steel Diaphragms Y Y N B SD 441 Steel Finger Joint Y Y N B SD 441 Steel Plate Girder Y Y N B SD 441 Steel Tub-Girders Y Y N B SD 441 Erection Plans, including Falsework Y N -Y A WD 449 Sign Structure Anchor Bolts Y Y N T SD 450 Railing Y Y N A SD 462 Concrete Box Culvert Y Y N C SD Concrete Box Culvert(Alternate 462 Designs Only,calcs reqd.) Y Y Y B SD Reinforced Concrete Pipe(Jack 464 and Bore only; ONLY when Y Y Y A SD requested) 465 Pre-cast Junction Boxes, Grates, Y Y N A SD and Inlets Pre-cast Junction Boxes,Grates, j 465 and Inlets(Alternate Designs Only, Y Y . Y B SD __ calcs req'd.) 466 Pre-cast Headwalls and Wingwalls Y Y N. A SD 467 Pre-cast Safety End Treatments • Y Y N A SD 495 Raising Existing Structure(calcs Y Y Y B SD regd.) 610 Roadway Illumination Supports Y Y Y BRG SD (Non-Standard only, calcs reqd.) 613 High Mast Illumination Poles(Non- Y Y Y BRG SD standard only, calcs reqd.) 627 Treated Timber Poles Y Y N T SD Special Non-Standard Supports 644 (Bridge Mounts, Barrier Mounts, Y Y Y T SD Etc.) 647 Large Roadside.Sign Supports Y Y Y T SD 650 Cantilever Sign Structure Supports Y Y Y T SD -Alternate Design Calcs. 650 Sign Structures Y Y N T SD 680 •Installation of Highway Traffic Y Y N T SD • Signals 682 Vehicle and Pedestrian Signal Y Y N T SD Heads 684 Traffic Signal Cables Y Y N T SD 685 Roadside Flashing Beacon Y Y N T SD Assemblies 686 Traffic Signal Pole Assemblies Y Y Y T SD (Steel)(Non-Standard only) 687 Pedestal Pole Assemblies Y Y N T SD 688 Detectors Y Y N A SD (- 784 Repairing Steel Bridge Members Y Y Y B WD General Notes Sheet E 314 Sheet County: Brazoria Control: 0912-31-311 • Highway: Hughes Ranch Rd • SS Prestr Concr Crown Span Y Y N B SD • SS Sound Barrier Walls Y Y Y A SD SS Camera Poles Y Y Y TMS SD --- - SS Pedestrian_Bridge(Calcs req'd.) Y Y Y B SD SS Screw-In Type Anchor Foundations Y Y . N T SD • SS Fiber Optic/Communication Cable Y Y N TMS SD SS Spread Spectrum Radios for Y Y N T SD .Signals SS VIVDS System for Signals Y Y. N T SD SS CTMS Equipment Y Y N TMS SD • Notes: 1. Document flow for Working Drawings differs from Shop Drawings in that Working Drawings must be submitted to the Engineer rather than the Engineer of Record and they are for the information of the . Engineer only; an approval stamp and distribution to all project offices is not required. Key to Reviewing Party A-Area Office Areaz - 4M - P M .2 in'ailiAd tress •4 N :Offce�s �..�.,: � ,.�., ��.<�.,. . ��;�., ,;..k W «�,.. ..�r. o,...,�,w�:�,•� Brazoria Area Office HOU-BRZAShpDrwgs n,txdot.eov . - Traffic Systems Construction Office HOU-TSCShpDrwgsatxdot.gov B-Houston Bridge Engineer . I Bridge Design(Houston TxDOT) . I HOU-BrgShDDrwgsatxdot.gov BRG-Austin Bridge Division Bridge Design(Austin TxDOT) I BRG ShopPlanReviewntxdotgov C-Construction Office Construction HOU-ConstrShpDrwgs@txdot.gov Laboratory HOU-LabShpDrwgs(a,txdot.nov T-Traffic Engineer Traffic Operations HOU-TrfShpDrwgs@txdot.gov TMS—Traffic Management System Computerized Traffic Management • Systems(CTMS) HOU-CTMSShpDrwgs a,txdot.gov • Table 2 2014 Construction Specification Required Sho 3/Working Drawing Submittals-Consultant Generated Plans Contractor/ • Shop or Spec Submittal Approval Fabricator Reviewing Working • Item Product Required Required P.E.Seal Party Drawing No.'s (Y/N) Required (Note 1) 7.16.1&.2 Construction Load Analyses Y Y Y D WD 400 Excavation and Backfill for Y N Y D WD Structures(cofferdams) 403 Temporary Special Shoring Y N Y D WD 420 Formwork/Falsework Y N Y D WD 423 Retaining Walls, (caics req'd.) Y Y Y D SD 425 Optional Design Calculations Y Y Y D SD (Prstrs Bms) 425 Prestr Concr Sheet Piling Y Y N D SD 425 Prestr Concr Beams Y Y • N D SD 425 Prestr Concr Bent Y Y N D SD 426 Post Tension Details Y Y N D SD 434 Elastomeric Bearing Pads(All) Y Y N D SD I ) 441 Bridge Protective Assembly Y Y - N D SD . General Notes Sheet F 315 . Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Misc Steel(various steel 441 assemblies) , Y. Y N D SD 441 Steel Pedestals(bridge raising) Y Y N D SD 441 Steel Bearings Y Y N D SD 441 Steel Bent Y Y N D SD 441 Steel Diaphragms Y Y N D SD 441 Steel Finger Joint Y Y N D SD 441 Steel Plate GirderY Y N D SD 441 Steel Tub-Girders Y Y N D SD 441 Erection Plans, including Falsework Y N Y D WD 449 Sign Structure Anchor Bolts • Y Y N D SD 450 cliY N D SD 462 F .I.Ete Box Culvert Y Y N D SD 462 Concrete Box Culvert(Alternate Y Y Y D SD Designs Only,calcs regd.) Reinforced Concrete Pipe(Jack 464 and Bore only; ONLY when Y Y Y D SD requested) 465 Pre-cast Junction Boxes, Grates, Y Y N D SD and Inlets Pre-cast Junction Boxes, Grates, 465 and Inlets(Alternate Designs Only, Y Y Y D SD calcs req'd.) 466 Pre-cast Headwalls and Wingwalls Y Y N D SD �� 467 Pre-cast Safety End Treatments Y Y N D SD 495 Raising Existing Structure(calcs Y Y Y D SD regd.) 610 Roadway Illumination Supports Y Y Y D SD (Non-Standard only, calcs reqd.) 613 High Mast Illumination Poles(Non- Y Y Y D SD standard only, calcs reqd.) 627 Treated Timber Poles Y Y N D SD Special Non-Standard Supports 644 (Bridge Mounts, Barrier Mounts, Y Y Y D SD Etc.) 647 Large Roadside Sign Supports Y Y Y D SD 650 Cantilever Sign Structure Supports Y Y Y D SD -Alternate Design Calcs. 650 Sign Structures Y Y N D SD 680 Installation of Highway Traffic Y Y N D SD Signals 682 Vehicle and Pedestrian Signal Y Y N D SD Heads 684 Traffic Signal Cables Y Y N D SD 685 Roadside Flashing Beacon Y Y N D SD Assemblies 686 Traffic Signal Pole Assemblies Y Y Y D SD (Steel)(Non-Standard only) 687 Pedestal Pole Assemblies Y Y N D SD 688 Detectors Y Y N D SD 784 Repairing Steel Bridge Members Y Y Y D WD SS Prestr Concr Crown Span Y Y N D SD SS Sound Barrier Walls Y Y Y D SD (�` -` SS Camera Poles Y Y Y TMS SD General Notes Sheet G 316 Sheet i ^�I County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd SS Pedestrian Bridge(Calcs req'd.) Y Y Y D SD SS Screw-In Type Anchor Foundations Y Y N D SD SS Fiber Optic/Communication Cable Y Y N TMS SD SS Spread Spectrum Radios for Y Y N D SD Signals SS VIVDS System for Signals Y Y N D SD SS CTMS Equipment Y Y N TMS SD Notes: 1. Document flow for Working Drawings differs from Shop Drawings in that Working Drawings must be submitted to the Engineer rather than the Engineer of Record and they are for the information of the Engineer only; an approval stamp and distribution to all project offices is not required. Key to Reviewing Party D—Consultant: Submit to Engineer of Record at email(@host.xxx TMS—Traffic Management System Computerized Traffic Management Systems(CTMS) HOU-CTMSShpDiwgsetxdot.gov Item 7: Legal Relations and Responsibilities Do not initiate activities in a Project Specific Location (PSL), associated with a U.S.Army Corps of Engineers'(USACE)permit area,that have not been previously evaluated by the USACE as part of the permit review of this project. Such activities include thosepertaining to, but are not limited to, haul roads, equipment staging areas, borrow and disposal sites. Associated defined here means materials are delivered to or from the PSL. The permit area includes the waters of the U.S. or associated wetlands affected by activities associated with this project. Special restrictions may be required for such work. Assume responsibility for consultations with the USACE regarding activities, including PSLs that have not been previously evaluated by the USACE. Provide the City with a copy of consultations or approvals from the USACE before initiating activities. The Contractor may proceed with activities in PSLs that do not affect a USACE permit area if a self-determination has been made that the PSL is non jurisdictional or if proper USACE clearances have been obtained in jurisdictional areas or have been previously evaluated by the USACE as part of the permit review of this project. The Contractor is solely responsible for documenting any determinations that their activities do not affect a USACE permit area. Maintain copies of their determinations for review by the City or any regulatory agency. Document and coordinate with the USACE, if required, before hauling any excavation from or hauling any embankment to a USACE permit area by either 1 or 2 below: 1. Restricted Use of Materials for the Previously Evaluated Permit Areas. Document both the Project Specific Locations (PSL) and their authorization. Maintain copies for review by the City or any regulatory agency. When an area General Notes Sheet H 317 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd within the project limits has been evaluated by the USACE as part of the permit process for this project: a. Suitable excavation of required material in the areas shown on the plans and cross sections as specified in the Item, "Excavation" is used for permanent or temporary fill (under the Item,"Embankment")within a USACE permit area. b. Suitable embankment(under the Item, "Embankment") from within the USACE permit area is used as fill within a USACE evaluated area. c. Unsuitable excavation or excess excavation, "Waste" (under the Item, "Excavation"),that is disposed of at a location approved within a USACE evaluated area. 2. Contractor Materials from Areas Other than Previously Evaluated Areas. Provide the City with a copy of USACE coordination or approvals before initiating any activities for an area within the project limits that has not been evaluated by the USACE or for any off right of way locations used for the following, but not limited to,haul roads, equipment staging areas, borrow and disposal sites: a. The Item, "Embankment"used for temporary or permanent fill within a USACE permit area. b. Unsuitable excavation or excess excavation, "Waste"(under the Item, "Excavation"),that is disposed of outside a USACE evaluated area. The total area disturbed for this project is 28.85 acres. The disturbed area in this project,the project locations in the Contract, and Contractor project specific locations (PSLs)within 1 mile of the project limits for the Contract,will further establish the authorization requirements for storm water discharges. The City will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres,provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer(to the appropriate MS4 operator when on an off-state system route) and to the local government that operates a separate storm drain system. Before bidding on this project, obtain a copy of the complete U.S.Army Corps of Engineers Permit SWG-2018-00053 NWP 14 with PCN at the City of Pearland's Engineer's office. Review the permit before bidding on the project and become aware of its conditions. Maintain the roadway slope stability. Maintaining slope stability is subsidiary to the various bid items. The nesting/breeding season for migratory birds is February 15 through September 30. • General Notes Sheet I 318 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Conduct any tree removal outside of the migratory bird nesting season. If this is not possible due to scheduling,then exercise caution to remove only those trees with no active nests. Do not destroy nests on structures or in trees within the project limits during the nesting/breeding season. Take measures to prevent the building of nests on any structures or trees within the project limits throughout the duration of the construction if work/removal will be performed during the nesting/breeding season. This can be accomplished by application of bird repellent gel, netting by hand every 3 to 4 days, or any other non-threatening method approved by the Houston District Environmental Section. Obtain this approval well in advance of the planned use. Contact the Houston District Environmental Section at 713-802-5244. The cost of this work is subsidiary to the various bid items. Item 8: Prosecution and Progress The City will not adjust the number of days for the project and milestones, if any, due to differences in opinion regarding any assumptions made in the preparation of the schedule or for errors,omissions, or discrepancies found in the time determination schedule. Item 132: Embankment If salvaged base is used for the embankment material, break it into small pieces to achieve the, required density and to facilitate placing in the embankment. Obtain approval of the material before placing in the embankment. Furnish Type C material with a maximum Liquid Limit(LL) of 65, a minimum Plasticity Index (PI) of 5, and composed of suitable earth material such as loam, clay, or other materials that form a suitable embankment. The embankment material used on the project which has a Liquid Limit exceeding 45 will be tested for Liquid Limits at the rate of one test per 20,000 cu.yd. or per total quantity less than 20,000 cu. yd.,unless otherwise directed. Only use material that passes the above tests. Item 360: Concrete Pavement Where the pavement curb is left off for a later tie,provide the dowels or the tie bars as indicated on the paving detail sheets. The dowel bars and tie bars are subsidiary to the various bid items. Repair portions of the concrete pavement surfaces that are damaged while in a plastic state before that area receives permanent pavement markings and opens to traffic. Perform repairs that are structurally equivalent to and cosmetically uniform with the adjacent undamaged areas. Do not repair by grouting onto the surface. On pavement widening,hand finishing in place of the longitudinal float will be permitted. General Notes Sheet J 319 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Where existing pavement is widened with new pavement,place the new pavement a minimum of 2 ft.wide. Equip the batching plants to proportion by weight, aggregates and bulk cement,using approved proportioning devices and approved automatic scales. For mono curb,the curb height transitions will be paid at the contract unit price of the larger curb height in the transition. High-early strength cement may be used for frontage road and city street intersection construction. Do not use limestone dust of fracture as fine aggregate. If the concrete design requires greater than 5.5 sacks of cementitious material per cubic yard, obtain written approval. If placing concrete pavement.mixes from April 1 to October 31, inclusive,use Mix Design Option 1 as specified in Section 421.4.2.6.1. Perform sawcutting as shown on the plans in accordance with Section 360.4.10, "Sawing Joints."This saw cutting is subsidiary to this bid Item. Complete the entire Fast Track Concrete construction process, from the time the Fast Track Work Area is closed to traffic,to the time the Fast Track Work Area is opened to traffic. The Fast Track operation includes, but is not limited to,traffic control, existing pavement and subgrade removal,preparation of subgrade,placement of steel,placement of Fast Track concrete pavement, cure time, striping, etc. Perform work in the Fast Track Work Area in an expeditious manner, within the allowable time period as shown in the plans, and as arranged with the City. Failure to perform any Fast Track Work Area construction within the above time frames will be cause for the Engineer to require the Contractor to shut down all other construction operations to ensure all resources are directed toward the completion of the Fast Track operation. This shutdown will remain in force until the Fast Track operation is complete. Such a shutdown will not warrant additional time,time suspension, or any additional costs to the City. Unless otherwise directed in writing,provide Class HES concrete with a minimum average flexural strength of 425 psi or a minimum average compressive strength of 3,000 psi in 16 hours. When directed in writing, open the pavement to traffic before the minimum requirements have been attained. When needed,place and remove forms in accordance with Section 360.4.5, except do not remove forms until at least 6 hours after concrete has been placed. The time for the form removal may be extended with the direction of the Engineer if weather or other conditions make it advisable. General Notes Sheet K 320 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Sprinkling and rolling,required for the compaction of the rough subgrade in advance of fine- grading are subsidiary to this Item. Maintenance of a moist condition of the subgrade in advance of fine-grading and concrete is subsidiary work, as provided above. Item 416: Drilled Shaft Foundations Include the cost for furnishing and installing anchor bolts mounted in the drilled shafts in the unit bid price for the various diameter drilled shafts. The City may test using ultrasonic methods the anchor bolts for overhead sign supports, light standards, and traffic signal poles after they are installed. Replace faulty anchor bolts as directed. Do not weld the anchor bolts. For 30' double arm street light pole foundations,use class C concrete with a maximum aggregate size of 3/4". Item 421: Hydraulic Cement Concrete Entrained air is required in all slip formed concrete (bridge rail, concrete traffic barrier, pavement, etc.), but is not required for other structural concrete. Adjust the dosage of air entraining agent for low air content as directed or allowed by the Engineer. If entrained air is provided where not required, do not exceed the manufacturer's recommended dosage. Item 502: Barricades, Signs, and Traffic Handling Use a traffic control plan for handling traffic through the various phases of construction. Follow the phasing sequence unless otherwise agreed upon by the Area Engineer and the Project Manager. Ensure this plan conforms to the latest"Texas Manual on Uniform Traffic Control Devices"and the latest Barricade and Construction (BC) Standard Sheets. The latest versions of Work Zone Standard Sheets WZ (BTS-1) and WZ (BTS-2) are the traffic control plan for the signal installations. Submit changes to the traffic control plan to the Engineer. Provide a layout showing the construction phasing, signs, striping, and signalizations for changes to the original traffic control plan. Furnish and maintain the barricades and warning signs, including the necessary temporary and portable traffic control devices, during the various phases of construction. Place and construct these barricades and warning signs in accordance with the latest"Texas Manual on Uniform Traffic Control Devices" for typical construction layouts. Cover work zone signs when work related to the signs is not in progress, or when any hazard related to the signs no longer exists. Keep the delineation devices, signs, and pavement markings clean. This work is subsidiary to the Item,"Barricades, Signs,and Traffic Handling." General Notes Sheet L 321 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd If a section is not complete before the end of the workday,pull back the base material to the existing pavement edge on a 6H: IV slope. Edge drop-offs during the hours of darkness are not permitted. Cover or remove the permanent signs and construction signs that are incorrect or that do not apply to the current situation for a particular phase. Do not mount signs on drums or barricades, except those listed in the latest Barricades and Construction standard sheets. Use traffic cones for daytime work only. Replace the cones with plastic drums during nighttime hours. Place positive barriers to protect drop-off conditions greater than 2 ft.within the clear zone that remain overnight. Use shadow vehicles with Truck Mounted Attenuators (TMA)for lane and shoulder closures. Lane closures are restricted to the work hours between 9:00 am and 3:00 pm. The Engineer may reduce the above times for special events. Law enforcement assistance will be required for this project and is expected to be required for major traffic control changes and lane closures. Coordinate with local law enforcement and arrange for law enforcement as directed or agreed by the Engineer. Provide full-time, off-duty,uniformed, certified peace officers, as part of traffic control operations. The peace officers must be able to show proof of certification by the Texas Commission on Law Enforcement Officers Standards. The cost of the officers is paid for on a force account basis. A minimum of 7 days in advance of any total closure,place a portable changeable message (PCM) sign at the location of each total closure which informs the traveling public of the details of the closure. Alternately, if the Traffic Control Plan provides a positive barrier at the location, a non-trailer mounted static message board sign behind the positive barrier may be used in place of a PCM. For construction of the fast track and temporary pavement of the eastbound lanes as shown in Phase 2A, Contractor shall provide advanced notification and shall work out arrangements with the City, including schedule,hours, and duration. Side street closure and fast track concrete pavement construction shall be scheduled over a weekend between the hours of 9:00 pm Friday and 5:00 am Monday. Contractor shall provide advanced notification for weekend and night work and shall work out arrangements with the City. General Notes Sheet M 322 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Item 506: Temporary Erosion, Sedimentation and Environmental Controls A Storm Water Pollution Prevention Plan (SWP3)is required. Since the disturbed area is more than 5 acres, a"Notice of Intent" (NOI) is also required. Use appropriate measures to prevent, minimize, and control the spill of hazardous materials in the construction staging area. Remove and dispose of materials in compliance with State and Federal laws. Before starting construction,review with the Engineer the SWP3 used for temporary erosion control as outlined on the plans. Before construction,place the temporary erosion and sedimentation control features as shown on the SWP3. Schedule the seeding or sodding work as soon as possible. The project schedule provides for a vegetation management plan. After completing earthwork operations,restore and reseed the disturbed areas in accordance with the City's specifications for permanent or temporary erosion control. Implement temporary and permanent erosion control measures to comply with the National Pollution Discharge Elimination System(NPDES) general permit under the Clean Water Act. Before starting grading operations and during the project duration,place the temporary or permanent erosion control measures to prevent sediment from leaving the right of way. Item 512: Portable Traffic Barrier Where required by the Engineer,provide anchor pins for Type 2 Low Profile Concrete Barriers (LPCB) as shown on the current LPCB standard. Anchor pins are subsidiary to the Low Profile Concrete Barrier. All LPCB shall have drainage slots unless otherwise noted. Item 618: Conduit Item 620: Electrical Conductors Item 628: Electrical Services If the specifications for electrical items require UL-listed products,this means UL-listed or CSA- listed. Item 618: Conduit When backfilling bore pits, ensure that the conduit is not damaged during installation or due to settling backfill material. Compact select backfill in 3 equal lifts to the bottom of the conduit; or if using sand,place it 2 in. above the conduit. Ensure backfill density is equal to that of the existing soil. Prevent material from entering the conduit. General Notes Sheet N 323 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Construct bore pits a minimum of 5 ft. from the edge of the base or pavement. Close the bore pit holes overnight. With the exception of the street lighting conduit and unless otherwise shown on the plans, install underground conduit a minimum of 24 in. deep. Install the conduit in accordance with the latest National Electrical Code (NEC) and applicable Department standard sheets. Place conduit under driveways or roadways a minimum of 24 in. below the pavement surface. If using casing to place bored conduit,the casing is subsidiary to the conduit. If placing the conduit under existing pavement to reach the service poles, bore the conduit in place and extend it a minimum distance of 5 ft. beyond the edge of shoulder or the back of curb. Item 620: Electrical Conductors Test each wire of each cable or conductor after installation. Incompletecircuits or damage to the wire or the cable are cause for immediate rejection of the entire cable being tested. Remove and replace the entire cable at no expense to the City. Also test the replacement cable after installation. When pulling cables or conductors through the conduit, do not exceed the manufacturer's recommended pulling tensions. Lubricate the cables or conductors with a lubricant recommended by the cable manufacturer. Ensure that circuits test clear of faults, grounds, and open circuits. Split bolt connectors are allowed only for splices on the grounding conductors. For Roadside Flashing Beacon Assemblies (Item 685) and Pedestal Pole Assemblies (Item 687) within the project,.provide single-pole breakaway disconnects as shown on the Construction Division(CST) material producers list. Check the latest link on the Department website for this list. The category is "Roadway Illumination and Electrical Supplies." The fuse holder is shown on the list under Item 685. For underground(hot) conductors, install a breakaway connector with a dummy fuse (slug). Provide dummy fuse (slug). For grounded (neutral) conductors, install a breakaway connector with a white colored marking and a permanently installed dummy fuse (slug). For electrical licensing and electrical certification requirements for this project, see Item 7 of the Standard Specifications and any applicable special provisions to Item 7. Item 624: Ground Boxes The ground box locations are approximate. Alternate ground box locations may be used as directed,to avoid placing in sidewalks or driveways. General Notes Sheet 0 324 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Ground metal ground box covers. Bond the ground box cover and ground conductors to a ground rod located in the ground box and to the system ground. Ground the existing metal ground box covers as shown on the latest standard sheet ED (4)-14. During construction and until project completion,provide personnel and equipment necessary to remove ground box lids for inspection. Provide this assistance within 24 hours of notification. Construct concrete aprons in accordance with the latest standard sheet ED (4)-14. Make the depth of the concrete apron the same as the depth of the ground box, except for Type 1 and Type 2 ground boxes. For Type 1 or Type 2 ground boxes, construct the concrete apron in accordance with details shown on the"Ground Box Details Installations" standard. Item 628: Electrical Services Verify and coordinate the electrical service location with the engineering section of the appropriate utility district or company. Identify the electrical service pole with an address number assigned by the Utility Service Provider. Provide 2-in.numerals visible from the highway. Provide numbers cut out aluminum figures nailed to wood poles or painted figures on steel poles or service cabinets. Item 636: Signs Furnish and install signs shown on the traffic signal"Summary of Traffic Signal Materials" sheet. Ensure that the legend on these sign panels is in accordance with the latest"Standard Highway Sign Designs for Texas"manual. For design details not shown on the plans,provide signs and arrows conforming to the latest "Standard Highway Sign Designs for Texas"manual. Item 644: Small Roadside Sign Assemblies. Sign locations shown on the plans are approximate. Before placing them, obtain approval of and then stake the exact locations for these signs. Use the Texas Universal Triangular Slip Base with the concrete foundation for small ground mounted signs,unless otherwise shown in the plans. Remove existing street name signs from existing stop signs and re-install them above the new stop signs. Removing and re-installing existing street name signs is subsidiary to the Item, "Small Roadside Sign Assemblies." When design details are not shown on the plans,provide signs and arrows conforming to the latest"Standard Highway Sign Designs for Texas"manual. General Notes Sheet P 325 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Use Type E Super High Specific Intensity(Fluorescent Prismatic)yellow green reflective sheeting background to fabricate school signs (S1-1, S3-1, S4-3, S5-1,W16-2, SW16-9p, and S W 16-7pL(R)). Assume ownership of the removed existing signs. Locations of the relocated signs are approximate. Before placing them, obtain approval of and then stake the exact locations for these signs. Replace existing signs that become damaged during relocation at no expense to the City. Item 647: Large Roadside Sign Supports and Assemblies Locations of the relocated signs are approximate. Before placing them, obtain approval of and then stake the exact locations for these signs. Replace existing signs that become damaged during relocation at no expense to the City. Assume ownership of the removed existing signs. Item 656: Foundations for Traffic Control Devices Using ready mix concrete for sign foundations is optional. Item 666: Reflectorized Pavement Markings Use Type III glass beads for thermoplastic and multipolymer pavement markings. Use a 0.100 in. (100 mil)thickness for thermoplastic pavement markings,measured to the top of the thermoplastic, not including the exposed glass beads. Use a 0.022 in. (22 mil)thickness for multipolymer pavement markings,measured to the top of the multipolymer,not including the exposed glass beads. For roadways with asphalt surfaces to be striped with work zone or permanent thermoplastic markings,the Contractor has the option to apply paint and beads markings for a maximum 30- day period until placing the thermoplastic markings, or until starting the succeeding phase of work on the striped area. Maintain the paint and beads markings, at no expense to the City,until placing the thermoplastic markings or starting the succeeding phase of work on the striped area. The work zone markings,whether paint and beads or thermoplastic, are paid under the Item, "Work Zone Pavement Markings" and the markings are paid for only once for the given phase of construction. If using paint and bead markings as described above,purchase the traffic paint from the open market. L 1 General Notes Sheet Q 326 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd If the Type II markings become dirty and require cleaning by washing,brushing, compressed air, or other approved methods before applying the Type I thermoplastic markings,this additional cleaning is subsidiary to the Item, "Reflectorized Pavement Markings." Establish the alignment and layout for work zone striping and permanent striping. Stripe all roadways before opening them to traffic. Place pavement markings under these items in accordance with details shown on the plans,the latest"Texas Manual on Uniform Traffic Control Devices," or as directed. When design details are not shown on the plans,provide pavement markings for arrows,words, and symbols conforming to the latest"Standard Highway Sign Designs for Texas"manual. Item 672: Raised Pavement Markers If other operations are complete on the project and if the curing time period is not yet elapsed, the contract time will be suspended until the curing is done. Before placing the raised pavement markers on concrete pavement, blast clean the surface using an abrasive-blasting medium. This work is subsidiary to the Item, "Raised Pavement Markers." } Provide epoxy adhesive that is machine-mixed or nozzle-mixed and dispensed. Equip the machine or nozzle with a mechanism to ensure positive mix measurement control. Item 680: Highway Traffic Signals Clearly mark or highlight on the shop drawings the items being furnished for this project. Furnish labor,tools, equipment, and materials as shown on the plans and specifications for a complete and operating signal installation. Furnish the type of controller cabinet specified on the plans. Refer to the table shown in the Departmental Material Specifications (DMS-11170,Fully Actuated, Solid-State Traffic Signal Controller Assembly), Section 11170.6.A, Type 2 cabinet,page 4 of 39,regarding the size of the cabinet,back panel configuration, and the size of the load bay. Use the following website to view this specification: http://www.txdot.gov/business/resources/dms.html Complete traffic signal construction work, including correcting discrepancies shown on the Department inspector's "Traffic Signal Installation Inspection Report"before the beginning of the test period. Provide a full-time qualified traffic signal technician responsible for installing,maintaining, or replacing traffic signal devices. Staking in the field is subject to approval. r � General Notes Sheet R 327 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Make adjustments in project construction, if needed, due to conflicts with underground utilities. Do not aim the luminaire arms mounted on traffic signal poles into the intersection. Aim each arm perpendicular to the centerline of the roadway it is intended to cover,to develop the proper illumination pattern for the intersection. Allow the electrical work to be inspected by the City. Provide continuous conductors without splices from signal controller to signal heads. Route the conductors for luminaires to the service enclosure. Splices or attachments to the terminal block in the access compartment of the mast arm pole are not permitted except for the luminaire cable. Abrasions to the conductor insulation caused while pulling cable for the traffic signal system are cause for immediate rejection. Remove and replace the entire damaged cable at no expense to the City. When pulling cables or conductors through conduit, do not exceed the manufacturer's recommended pulling tensions. Lubricate the cables or conductors with a lubricant as recommended by the cable manufacturer. Bond the controller housing, signal poles, conduit, and spans to a minimum No. 6 AWG stranded copper conductor. An equipment grounding conductor is required in every conduit to form a continuous grounding system. Effectively connect the grounding system to ground rods or concrete encased grounding electrodes as indicated in the plans. Wrap signal heads with dark plastic or suitable material to conceal the signal faces from the time of installation until placing into operation. Do not use burlap. Furnish signal heads from the same manufacturer. Use Type C High Specific Intensity grade sheeting for signs mounted under or adjacent to the signal heads. The Contractor may use ready mix concrete. Apply membrane curing on concrete work in accordance with Section 420.4.10.3, "Membrane Curing." The standard 4.5-in. galvanized pipe type poles, except the breakaway type, are subject only to the Engineer's inspection for their acceptance. Mill test reports or documentation will not be required. Item 682: Vehicle and Pedestrian Signal Heads Install two set screws on vehicle signal head mounting hardware fittings. \, General Notes Sheet S 328 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Item 685: Roadside Flashing Beacon Assemblies When shown on the plans,provide solar powered flasher controller assemblies in accordance with Departmental Material Specifications DMS-11150, "Solar Power Flasher Controller Assembly." When solar powered school zone signs are shown on the plans,provide solar powered flasher controller assemblies capable of 24 hour operations. Furnish and install screw-in anchor foundations in accordance with Special Specification Item, "Screw-In Anchor Type Foundations." The work performed and materials furnished in accordance with this Item are subsidiary to the Item, "Roadside Flashing Beacon Assemblies." Item 686: Traffic Signal Pole Assemblies (Steel) For a steel mast arm or steel strain pole assembly, hold the anchor bolts and conduits rigidly in place with a welded steel template. Leave a minimum of one full diameter thread exposed on each anchor bolt securing a signal pole. Set the anchor bolts for the steel strain poles so that two are in compression and two are in tension. Use a Texas Cone Penetrometer reading of 10. The drilled shaft length is from the surface elevation to the bottom of the drilled shaft. Provide an additional length of the pole foundation from the surface level to the roadway level, if required for unusual locations. Provide the drilled shaft depth regardless of the length of the pole foundation. The pole foundation depth from the surface level to the roadway level is a maximum of 4 ft., or as approved. Locate mast arm pole assemblies a minimum of 4 ft. from the roadway curb or pavement edge. Place steel strain poles at a 10 ft. desirable minimum distance from the roadway curb or pavement edge. Afterthe traffic signal pole assembly is plumb and the nuts are tight,tack-weld each anchor bolt nut in two places to its washer. Tack-weld each washer to the base plate in two places. Do not weld components to the bolt. Perform tack-welding in accordance with the Item, "Steel Structures." After tack-welding,repair galvanizing damage on bolts,nuts, and washers in accordance with Section 445.3.5, "Repairs." , The City may test the anchor bolts using ultrasonic methods for traffic signal poles after they are installed. Replace faulty anchor bolts as directed. Do not weld the anchor bolts. Item 688: Pedestrian Detectors and Vehicle Loop Detectors General Notes Sheet T 329 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd Provide pedestrian push buttons a minimum of 2 in. diameter in the smallest dimension. Install a rubber grommet or bushing between the push button assembly and the signal pole to protect the conductors. Provide a black tube loop detector wire as specified in the "International Municipal Signal Association,Inc." (IMSA) Specification No. 51-7, 1997. At intersections where a minimum of 10 ft. spacing between adjacent accessible pedestrian signal units is not possible,provide each accessible pedestrian pushbutton with the following features: a pushbutton locator tone, a tactile arrow, a speech walk message for the walking person indication and a speech pushbutton information message. Provide pedestrian push buttons a minimum of 2 in. diameter in the smallest dimension. Install a rubber grommet or bushing between the push button assembly and the signal pole to protect the conductors. Item 6002: Video Imaging Vehicle Detection System Furnish the cable to operate the Video Imaging Vehicle Detection System (VIVDS) in accordance with the manufacturer's recommendations or purchase it from the same manufacturer as the VIVDS equipment. Supply VIVDS equipment that can process up to a maximum of 6 camera inputs per intersection. Additional equipment to accommodate up to 6 camera inputs is subsidiary to the various bid items. No extra compensation will be allowed for additional equipment needed to make the VIVDS equipment fully operational under this Item. Supply a laptop computer and a video monitor as described in this Special Specification Item. Detector zone videotaping for this project will not be required. Special Specification 6002 Video Imaging Vehicle Detection System Requirements Specification Not State Items Description Required Required Supplied 1 Description X Variable Focal Cameras X VIVDS Card Rack Processor System X Field Setup Computer(1 Required)(Laptop) X Field Setup Video Monitor(1 Ea.Controller) X Connectors and Camera Mounting Hardware X _ 3 Functional Capabilities _ System Software X l � General Notes Sheet U 330 Sheet County: Brazoria Control: 0912-31-311 Highway: Hughes Ranch Rd 4 Vehicle Detection Detection Zone Video Taping X 5 _ _ _VIVDS Processor Unit Provide both TS1 and TS2 Environmental Requirements X 12 Volt/5 Amp Power Supply X 6 Camera Assembly Camera Interface Panel X 7 Field Communications Link Lightning and Transient Surge Suppression Devices X 9 Temporary Use and Retesting X 10 Operation from Central Control X Telephone Interconnect X ISDN Interconnect X 11 Installation and Training X Other items not specifically listed in this table are required. Basis of Estimate Item Description Limit and Rate Unit 02335 Lime Treatment(Road-Mixed) / SY For materials used as subgrade * • Lime(HYD, COM, or QK)(SLRY) 6%by weight based on TON or QK(DRY) 100 Lb. /Cu.Ft. subgrade 02710 Asphalt Treatment(Plant-Mixed) 110 Lb. /Sq.Yd.-In. TON • Asphalt 5 %by weight • Aggregate 95 %by weight 02741 Dense-Graded Hot Mix Asphalt 110 Lb./Sq. Yd.-In. TON • Asphalt 6 %by weight • Aggregate 94 %by weight * If used in existing roadway base, rate will be determined on a case by case basis. General Notes Sheet V 331 CITY OF PEARLAND SPECIAL SPECIFICATIONS SECTION 6200 ' PRECAST CONCRETE FENCING PART 1 PART 2 GENERAL 2.1 SUMMARY A. Section includes precast concrete fences with architectural textures and colors. B. Related Sections: 1. Section 03300-Cast-In-Place Concrete 2.2 REFERENCES A. American Concrete Institute: 1. ACI 301-Specifications for Structural Concrete. 2. ACI 318-Building Code Requirements for Structural Concrete. B. ASTM International: 1. ASTM A36/A36M-Standard Specification for Carbon Structural Steel. 2. A185/A185M-07 Standard Specification for Steel Welded Wire Reinforcement, Plain,for Concrete. 3. ASTM A615/A615M -Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 4. ASTM A666-Standard Specification for Austenitic Stainless Steel Sheet,Strip, Plate,and Flat Bar. 5. ASTM C33-Standard Specification for Concrete Aggregates. 6. ASTM C143/C143M-Standard Test Method for Slump of Hydraulic Cement Concrete. 7. ASTM C150-Standard Specification for Portland Cement. 8. ASTM A820—Standard Specification for Steel Fibers for Fiber-Reinforce Concrete 9. ASTM C1609—Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete(Using Beam with Third-Point Loading) C. National Precast Concrete Association: 1. NPCA Quality Control Manual, 6th ed. D. ASCE 1. ASCE 7-05 Minimum Design Loads for Buildings and Other Structures 2.3 DESIGN REQUIREMENTS A. Design units to withstand actual loads including wind, suction, seismic, and thermal movement loads in accordance with ASCE 7-05 and ACI 318 Precast Fencing 6200-1 332 C7 �'i�* 1 -; ` SPECIAL SPECIFICATIONS 1. This information supplied by site soils engineer. 2.4 SUBMITTALS A. Section 01350-Submittals B. Shop Drawings: Panel configuration, reinforcement, connection details, support items, location of lifting devices, dimensions. and footing details. C. Design Data: Submit design data reports indicating calculations for loadings and stresses of fabricated, designed framing and connections. D. Test Data: Submit certified test reports from the fiber manufacturer for equivalent flexural strength (EFS) in accordance with ASTM 1609 with concrete containing similar materials using 6 inch by 6 inch beams and a minimum of 3 replications. The EFS represents the numerical average of the residual strengths f150,3.0 and f150,o.75 E. Mixing, handling and dosing instructions from the fiber manufacturer. F. Manufacturer's Certificate: Certify products meet or exceed specified sustainable design requirements. 2.5 QUALITY ASSURANCE A. Perform Work in accordance with requirements of NPCA Quality Control Manual B. Design footing requirements to comply with wind loads,soil conditions and seismic requirements where applicable. 2.6 QUALIFICATIONS A. Panel Manufacturer/Producer: Producer specializing in performing Work of this section and licensed by AFTEC LLC. NPCA or PCI Certified plant preferred. B. Design of precast concrete rigid support system and panel reinforcement by Professional Engineer experienced in design of this work and licensed. 2.7 PRE-INSTALLATION MEETINGS A. Section 01310-Coordination and Meetings: Pre-installation meeting B. Convene minimum one week prior to commencing work of this section. 2.8 DELIVERY,STORAGE,AND HANDLING A. Section 01430- Contractor's Quality Control 1 Precast Fencing 6200-2 333 'If;�EA#1 . � SPECIAL SPECIFICATIONS TYB. Handle precast column/panel units vertically at all times. Use support points only for lifting into position. C. Blocking and Lateral Support during Transport and Storage: Provide adequate lateral support to prevent tipping and breakage. D. Protect units to prevent staining, chipping,or spalling of concrete. Any spalling of concrete to be repaired as per ACI 318 E. Mark units with date of production in location not visible to view when in final position in structure. PART 3 PRODUCTS 3.1 PRECAST CONCRETE FENCING 1. StoneTreeTM Precast Fence Wall System as manufactured from the StoneTreeTM Fence Wall Forming System licensed by AFTEC LLC, and manufactured by ABER Fence &Supply Company, Inc. Houston,TX or from other approved equal. 2. Combo-Cast"' Column and Panel Unit: column and panel configuration with tongue and groove interface. Overall length 15 feet. a. Column: 18 inch square, 9 feet tall, with minimum 5 inch groove; on end face with texture on both faces for inline column ; on right or left faces with texture on the other two faces for corner columns; and the groove shall be omitted and replaced with a void in the center and with texture on all three faces for the end column. b. Panel: 9' height, 13 '-10" length,textured both sides, minimum 5 inch thick main border 3 inches thick at architectural design sections. 3. Separate End Column: Cast Column matching faces of other columns on three sides with assembly groove on one side. 4. Separate Inline Grade Change Column:Separate column manufactured with a standard groove on one face and a shallow groove 180° and textured on both sides. 5. Drop In Grade Change Panel:Same as Item One omitting the column and adding a four inch extension on column end. 6. Column Cap: Precast cap unit configured for top of column. 3.2 MATERIALS A. Cement:ASTM C150. Type 11/V Portland cement Grey B. Concrete Materials:ASTM C33; water, sand and other additives. C. Reinforcement: [ASTM A615/A615M, Grade [40] [60], deformed steel bars. Polymer fibers dosage as per engineering/manufactures recommendations rte\ Precast Fencing 6200-3 334 'If , , ,Q,E1. ,+ , SPECIAL SPECIFICATIONS D. Colored Sealer: Water based stain or sealer, integral color cast into panel concrete preferred. 3.3 FORM LINERS A. Form Liner Patterns 1. Ashlar stone B. Form Release Agent:Colorless mineral oil not capable of staining concrete or impairing natural bonding characteristics of sealer coat intended for use on concrete. Form release chemicals that react with polymer liners are not permitted. 3.4 FOOTINGS AND SUPPORT DEVICES A. Rigid Footing Support System: Consisting of a steel member partially embedded in a concrete pier footing spaced 15 feet on center. 1. Concrete: refer to Section 03 30 00—Cast in Place Concrete, 3,000 psi minimum 28 day strength. 2. Steel support: Structural steel member, W4 x 13 steel I beam. B. Grout: Non-shrink, Non-metallic, with minimum 8000 psi 28 day strength. 3.5 PANEL MIX DESIGN -5000 psi @ 28 days l 1 Construction Type : PRE-CAST Placement: PUMP/TAILGATE Weights per Cubic Yard (Saturated,Surface Dry) Quantity Density, Yield,CF ATM C-150,TYPE II/V PORTLAND CEMENT, lb 529 3.150 2.69 ASTM C-618,CLASS F, FLYASH, lb 176 1.970 1.43 Water,lb 292 1.000 4.68 ASTM C-33,3/8"x#8 ROCK, lb 1,700 2.640 10.32 ASTMC-22,CONCRETE SAND, lb 1,222 2.620 7.47 Total Air,% 1.5± 0.5 0.41 TOTAL 27.00 cf Water/Cement Ratio, lbs/lb 0.41 Slump, High,in 2.00 Low, in 1.00 Concrete Unit Weight, pcf 145.14 Yield,% 100.00 7.5 SACK 3/9"ROCK W/25%FLY ASH Changes to mix design may be required to suit your region Precast Fencing 6200-4 335 ' P PEARU SPECIAL SPECIFICATIONS 3.6 PRODUCTION A. Produce in conformance with NPCA Quality Control Manual. B. Maintain plant records and quality control program during production of precast units. Make records available upon request. C. Cast column and panel units with Combo-CastTM Column and Panel forming system as manufactured by AFTEC LLC. D. Maintain consistent quality during manufacture. E. Produce column/panel units with a 5 inch tongue and groove interface on ends of units. Provide a 1/2 inch tolerance in tongue to groove interface. Produce to permit initial placement and final attachment. F. Embed required reinforcing steel,and fiber where applicable and other cast-in items per approved shop drawings. G. Locate hoisting devices to permit removal after erection. H. Cure units to develop concrete quality, and to minimize appearance blemishes including non- uniformity,staining,or surface cracking. I. Minor patching in plant is acceptable, providing structural adequacy and appearance of units is not impaired. 3.7 FINISH-PRECAST UNITS A. Ensure exposed-to-view finish surfaces of precast units are uniform in color and appearance. B. Provide factory finish color or integral concrete color as per contract agreement. 3.8 PRODUCTION TOLERANCES A. Conform to NPCA Precast Concrete Sound Wall Systems Best Practices Manual www.precast.org 3.9 SOURCE QUALITY CONTROL AND TESTS A. Section 01430-Contractor's Quality Control:Testing, inspection and analysis requirements as per NPCA Precast best practices manual. B. Producer shall submit certificate of compliance indicating Work performed at producer's facility conforms to Contract Documents. 1. Specified shop tests are not required for Work performed by approved producer. 2. NPCA Certified Plant, or PC I Certified Plant Precast Fencing 6200-5 336 OF�° �ft',Lri' •i' SPECIAL SPECIFICATIONS CITY PART 4 EXECUTION 4.1 EXAMINATION A. Section 01300-Coordination and Meetings B. Verify site elevations and grading is ready to receive work of this Section. 4.2 PREPARATION A. Grade site to within 1/10 and contact underground utilities companies to locate and. mark underground pipes, lines and other obstructions prior to excavating of footings. B. Remove large rocks or other obstructions. C. Repair any damage to driveways, curbs,sidewalks, sprinklers and or. landscaping. D. Remove any overburden from the job site. E. Access required for truck and 40 foot trailer to job site. F. Access to install footings and fencing panels 25 feet clear along one side of fence. 3.3 INSTALLATION OF RIGID SUPPORT FOOTING SYSTEM. A. Excavate footing to depth and dimensions indicated on Drawings. Provide uniform and continuous bearing and support for concrete and steel support member. B. Place concrete in accordance with [ACI 301] [ACI 318]. C. Deposit concrete at final position. Prevent segregation of mix. Smooth out the top of the footing. D. Ensure rigid support member is placed plumb, in correct position and is not disturbed during concrete placement. 3.4 ERECTION E. Erect column/panel units in line with the rigid support system members per manufacturer's written instructions. F. Erect units without damage. Replace structural damages panels and repair minor damaged panels. G. Erect column/panel unit's level and plumb within allowable tolerances. H. Align and maintain uniform horizontal and vertical joints as erection progresses. Precast Fencing 6200-6 337 If FSPECIAL SPECIFICATIONS I. Install precast cap units over columns per manufacturer's instructions. 3.5 FIELD QUALITY CONTROL A. Installation shall be commenced under the control of a qualified,AFTEC recognized installer. I l �l Precast Fencing 6200-7 338 4730 S. RIVERSIDE DRIVE V SALT LAKE CITY, UT 84123 ti - i. - TOLL FREE: 1-866-370-3676 s »~yam . - _ PHONE: (801)281-2262 STONETREE FAX: (801)281-2272 Con.creteF3enEKS9 Wems'- www.stonetreefence.com . =F 7———--L><c e "." 15'-0"O.C. B-8'WALL WITH FOUNDATION TOP ELEVATION zol 1_,---------...„1 T-I 20" 1 COLUMN CAP A - r �� Tr----h kit iitra •. ii � llt : g itIII F.iIN.- ' .. ..".:-:-..L.'-:. It ‘'.'--, --:,; i6i: ."-.- , : New i . lit- Ill,Vet 11.' RA. I . ;,..1. ... 1 -.1:*. ..-I 11:f , . °''''-' -' -'-'fill* L-':11:g , -ffigoi: git I–.7-•:-7-7' '•::– riii : IL li la Illits . - vii.Wr .: RI IP: • ©; r,� 1,.i �� , 11: =i 1 W..—_u- 'yi=n=i=l 1 i# . I 1= T• , r uL I�--------RIGID SUPPORT 1 i @15'-0"O.C. g _ ---"'" I W W (Ali LJ W_ E 15'-0"O.C. i 8'WALL WITH A-A 8'WALL WITH FOUNDATION ELEVATION FOUNDATION SIDE ELEVATION NOTES: 1. INSTALLATION TO COMPLY WITH ENGINEERING FOR WIND LOADS,SOIL CONDITIONS(AND SEISMIC WHERE APPLICABLE). 2. DRAWINGS NOT TO SCALE. 3. VARIOUS TEXTURED FINISHES ARE AVAILABLE BUT NOT IN ALL MARKETS. CHECK WITH AFTEC FOR THE LOCATIONS&DESIGNS PRODUCED BY LICENSED MANUFACTURERS*. 4. FOOTING DIMENSIONS VARY ACCORDING TO WALL HEIGHT AND JOB SITE CONDITIONS. 8' ASHLAR WALL SYSTEM ELEVATION } SHEET 1 OF 2 StoneTree®is a Registered Trademark of AFTEC, LLC www.aftec r i 4730 S. RIVERSIDE DRIVE Y SALT LAKE CITY, UT 84123 - Z- , t TOLL FREE: 1-866-370-3676 PHONE: (801)281-2262 STONE,TREE' FAx: (801)281-2272 eciilErete F.Erri e Systems www.stonetreefence.com ' rn f 10" /8 , CD 15'-0" / 8'WALL TOP ELEVATION 6112° 61/2 1'-2" 2" 5" 1110 j ; .�tir,j ( �7 w .f_ w4.---7-, 1.?? ..;.!'_a_.---.T' ani Ill i •, ' 1 I .�. -, a Co f• t, q j ' 3 1 1 7...__.... .. a ..�1 i� , Co Co CD ___ __:, • �.Td-x4.iSeP ©�.J� ,. _ -3�:1 iiimil :',.,„,..,.......,,,11, l 4 4-, i. i�•`...7- . fig I* ---,-F.,,-- i �' --4 It IiRa 1 ::;',---.:::-k-'11-;!----"1..firt� i_tliiR II Z ..._Ill' .;.> , MI i • E? 0 1 t b IIIr _i___ , ,., 11 i C C-C 8'WALL N 18" 1' 11'-6" 11-0" 4" SIDE ELEVATION 15'-4" _ 8'WALL ELEVATION 1 20" 1I NOTES: COLUMN CAP 1. INSTALLATION TO COMPLY WITH ENGINEERING FOR WIND LOADS,SOIL CONDITIONS(AND SEISMIC WHERE APPLICABLE). 2. DRAWINGS NOT TO SCALE. 3. VARIOUS TEXTURED FINISHES ARE AVAILABLE BUT NOT IN ALL MARKETS. CHECK WITH AFTEC FOR THE LOCATIONS&DESIGNS PRODUCED BY LICENSED MANUFACTURERS'. 4. FOOTING DIMENSIONS VARY ACCORDING TO WALL HEIGHT AND JOB SITE CONDITIONS. ,- 8' ASHLAR PANEL/COLUMN ELEVATION C) SHEET2OF2 StoneTree®is a Registered Trademark of AFTEC, LLC www.aftecgli s-� SECTION 02200 EARTHWORK FOR IRRIGATION AND PLANTING PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General PEovisions of Contract, including General and Supplementary Conditions and all applicable specification sections, apply to this section. 1.02 DESCRIPTION OF WORK A. This Section specifies the requirements for earthwork, including excavation,utility, protection,filling, backfilling compaction, grading and disposal of unacceptable and excess excavation. 1.03 MEASUREMENT AND PAYMENT A. Unless indicated as a Bid Item, no separate payment will be made for Earthwork for Irrigation and Planting under this section. Include cost in Bid Items for which this Work is a component. 1.04 QUALITY ASSURANCE A. Reference Standards Applicable to this Section: 1. ASTM: American Society for Testing and Materials a. D 698: Test Methods for Moisture-Density Relations of Soils and soil Aggregate Mixtures Using 5.5 lb. Rammer and 12 in.Drop. b. D 1785: Specification for Poly(Vinyl Chloride) (PVC)Pipe, Schedules 40, 80, and 120. c. D 2487: Test Method for Classification of Soils for Engineering Purposes. d. D 4318: Test Method for Liquid Limit,Plastic Limit, and Plasticity Index of Soils. 1.05 JOB CONDITIONS A. Protection of Existing Utilities 1. Contractor shall maintain and protect utilities. 2. Locate existing underground utilities and provide adequate protection and support during earthwork operations if such utilities are to remain in place. 3. Notify the Landscape Architect of uncharted or incorrectly charted piping and other utilities encountered during excavation. Do not relocate utilities without written direction from Owner and utility owner. PART 2 PRODUCTS 2.01 SOIL MATERIALS 02200-1 341 A. Classification: Acceptable material shall be as classified in ASTM D 2487, Groups GW, GP, GM, SM, SW, and SP. B. Minimum Requirements: Material for fill shall be low in plasticity, free of rocks larger than 2 inches in any dimensions and free of debris,waste material,vegetation, roots and any other unusable matter. C. Borrow Fill 1. Borrow fill is material for embankment obtained from sources other than excavation at the site. Tests shall be performed on borrow material to determine its acceptability. 2. Borrow material shall comply with the requirements of ACT D 21487, Groups GW, GP, GM, SM, SW, and SP. D. Topsoil 1. Provide new topsoil as per Section 02480 -Planting Work. 2. Where new topsoil is not required, Contractor shall maintain existing topsoil layer. Topsoil removed to allow for planting backfill mix may be utilized in other areas requiring new topsoil. Subsoil from excavation operations and from areas not previously excavated and backfilled with friable topsoil shall not be spread over topsoil. PART 3 EXECUTION 3.01 EXCAVATION A. General 1. Contractor shall inspect the site and confirm actual grades and levels, and existing conditions under which the work is to be performed. 2. If unsuitable material or soft spots are encountered at the required subgrade elevations at the time of excavation or when compacting the subgrade,notify the Landscape Architect. 3. The following materials shall be classed as unsuitable when found in the subgrade zone: a.Abandoned structures such as pipes or conduits,underground equipment, vaults, septic tanks, floor slabs or other similar constructions. b. Deposits of refuse or debris. c. Soils having an organic content exceeding 5 percent by weight, or having a plasticity index(PI)greater than 20, as determined in accordance with ASTM 02200-2 342 D 4318, shall not be used as fill unless such soils are treated as directed by Owner. d. Soils that cannot be compacted to specified density after repeated combative effort due to such causes as the inherent nature of the soil,high moisture content, ground-water conditions or other causes. e. Material which cannot be compacted to the required density shall be removed and replaced with acceptable material that will meet the specified requirements. 4. Embankments or fills shall be constructed in successive horizontal layers,not exceeding 8 in. in thickness. Each layer shall extend across the entire fill and shall be compacted to the required dry density as specified in Article 3.01 of this Section. 5. Utilize existing and new topsoil such that the minimum depth of topsoil specified shall cover site. B. Unauthorized Excavation 1. Unauthorized excavation shall consist of removal of materials beyond indicated subgrade elevation, limits or dimensions. 2. Remedial work shall be equal to that specified for normal earthwork in this Section. C. Dewatering 1. Prevent surface water and subsurface or groundwater from flowing into excavations and from flooding the site and surrounding area. 2. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms,undercutting footing, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps,well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. 3. Convey water removed from excavations and rainwater to collecting or run-off areas. Establish and maintain temporary drainage ditches and other diversions outside excavation limits. Do not use trench excavations as temporary drainage ditches. 4. Notify Landscape Architect in writing of work delays due to water or water- affected conditions. 02200-3 343 ( D. Stockpiling: Stockpile satisfactory excavated material and borrow fill material at locations convenient for rehandling of the material during fill material at locations convenient for rehandling of the material 3.02 COMPACTION A. General: Control soil compaction during construction and attain the minimum percentage of density specified in this Section. B. Required Density and Moisture 1. Compact fill material to 95%of the maximum dry density as determined in accordance with the ACT D 698,Method A(Standard Proctor). 2. Obtain the specified compaction for fill material at a moisture content above optimum moisture. Determine optimum moisture in accordance with ACT D 698, Method A. C. Moisture Control: Earthwork materials shall not be placed, spread,rolled or compacted during inclement weather. If such operations are interrupted by rain, operations shall not resume until the Contractor has determined that the moisture content and density of the previously placed material are within the specified limits. r � . 3.03 BACKFILL AND FILL A. General: Place acceptable soil material in the specified layers to required subgrade elevations, for each area classification as follows: 1. In excavation,use satisfactory excavated or borrow materials that have been sampled,tested and approved. 2. Under grassed areas, use satisfactory topsoil as specified on drawings and in specifications. 3. In planted areas,use satisfactory topsoil and backfill mix as specified on drawings and in specifications. (Do not compact.prepared soil mix.) B. Backfill of Excavation Backfill excavation as promptly as work permits, but not until completion of the following: 1. Completion of construction below fmish grade including special bedding, waterproofing, inspection testing and recording locations of underground utilities. 2. Removal of trash and debris. 02200-4 344 C. Placement and Compaction 1. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and no more than 4 inches in loose depth for material compacted by hand operated tampers. 2. Before compaction, moisten or aerate each layer as necessary to provide the required moisture content. Compact each layer to the required percentage of maximum dry density. Do not place backfill or fill material on surfaces that are muddy or frozen. 3. Place backfill and fill in uniform layers adjacent to structures,to required elevations. Take care to prevent wedging action(unbalanced horizontal force on one side of structure) of backfill against structures by carrying the same elevations in each lift. 3.04 GRADING A. General: Uniformly grade each area within limits of grading under this section, including adjacent transition areas. Smooth fmish surface within the specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. B. Lawn or Unpaved Areas: Finish lawn and unpaved areas to within 2-1/2" 3"below grade elevations. Final fine grade operation shall bring site to fmish grade or allow for sod placement as described on the drawings. 3.05 MAINTENANCE A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded,and rutted areas to specified tolerances. B. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent constructionoperations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. 3.06 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Waste materials, including unacceptable excavated material,trash and debris, shall be removed from the site and disposed of legally. END OF SECTION 02200 02200-5 345 SECTION 02221 TRENCHING AND TRENCH BACKFILL FOR IRRIGATION AND PLANTING PART 1 GENERAL 1.01 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and all applicable specification sections, apply to this section. 1.02 DESCRIPTION OF WORK Furnish all equipment, materials, labor and services to complete all trenching and trench backfill and related work as indicated on drawings as specified. 1.03 MEASUREMENT AND PAYMENT Unless indicated as a Bid Item, no separate payment will be made for Trenching and Trench Backfill for Irrigation and Planting under this section. Include cost in Bid Items for which this Work is a component. PART 2 MATERIALS See related work specified elsewhere. \ PART 3 EXECUTION 3.01 TRENCH EXCAVATIONS SHALL: A. Be of size adequate to permit the required workmanship to be executed. B. Be maintained dry from ground and/or surface water. C. Have bottoms: 1. Maintained dry and stable. 2. Graded to slopes and levels required. D. Not be extended in advance of pipe laying and installation operation more thanis necessary to expedite the work. E. Not be extended below pipe subgrade unless approved by Landscape Architect. 3.02 METHOD OF EXCAVATION OF TRENCHES is optional; however, should trenching machine operation be employed: A. Equipment shall: 1. Be of design and type and operated so that rough trench bottom is controlled. 2. Produce widths of trench uniform for a distance of 6 inches above pipe to trench bottoms. 3. Produce side walls of trench uniform from a distance of 6 inches above to trench bottoms. 02221-1 346 3.02 TRENCH BACKFILL shall be: A. Extended from top of embedment up to: 1. Subgrade of topsoil under grass, lawn or planted areas. 2. Up to subgrade of concrete pavements. 3. Up to subgrade of earth berms. B. Material excavated from trench, if suitable. C. Placed and tamped: 1. In 6 inch thick layers from top of embedment up to 12 inches above top of pipe. 2. In layers not.exceeding 12 inches up to subgrade. D. For irrigation, trenches shall be compacted to approximate density of undisturbed adjacent soils. E. For all other trenches - shall be as specified in Section 02200 -Earthwork. END OF SECTION 02221 02221-2 347 SECTION 02441 IRRIGATION SYSTEM PART I GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and all applicable specification sections, apply to this section. 1.02 DESCRIPTION A. This Section specifies the requirements for providing the irrigation system as indicated on the Drawings. B. Contractor shall provide irrigation system as a complete system including but not limited to: heads,valves, valve boxes, control wire splice boxes, control wiring, electric controller,piping circuits,vacuum breaker,water meters and all accessories, including electric power source coordination and installation. 1.03 MEASUREMENT AND PAYMENT A. Unless indicated as a Bid Item, no separate payment will be made for Landscape Irrigation under this section. Include cost in Bid Items for which this Work is a component. B. If for Landscape Irrigation is included as a Bid Item, measurement will be based on the units shown in Section 00300-Bid Proposal and in accordance with Section 01200-Measurement and Payment Procedures. C. Payment includes all labor and materials required for installation of the irrigation system. 1.04 QUALITY ASSURANCE A. Available.Manufacturers: Subject to compliance with specified requirements, manufactures offering products which may be incorporated in the Work are included' in the specifications or denoted on the Drawings. B. Installer: Installation of Irrigation System shall be performed under the direction of a State of Texas licensed irrigator with not less than 5 years experience in this type of work. C. Reference Standards Applicable to this Section: 1. ANSI: American National Standards Institute a. Z55.1: Gray Finishes for Industrial Apparatus and Equipment 2. ASTM:American Society for Testing and Materials a. B88: Specifications or Seamless Copper water tube. 02441-1 348 b. D 1785: Specifications for Poly Vinyl Chloride (PVC)Plastic Pipe, Schedules 40, 80 and 120. c. D 2241: Specification for Poly Vinyl Chloride(PVC)Pressure Rated Pipe (SDR Series) d. D 2466: Specification for Poly Vinyl Chloride(PVC)Plastic Pipe Fittings, Schedule 80. e. D 2564: Specification for Solvent Cements for Poly Vinyl Chloride (PVC) Plastic Pipe and Fittings. f. F 690: Practice for Underground Installation of Thermoplastic Pressure Piping Irrigation Systems. 3. AWWA:American Water Works Association a. C 500: Gate Valves, 3 inches through 48 inches NPS,for Water b. C 506:Backflow Prevention Devices,Reduced Pressure Principle and Double Check Valve Types. 4. IAMPO: International Association of Plumbing Mechanical Officials a. UBC:Uniform Building Code 5. NEMA: National Electrical Manufacturer's Association a. 250: Enclosures for Electrical Equipment(1000 Volts Maximum) 6. NFPA: National Fire Protection Association a. NFPA 70 (NEC):National Electrical Code 7. Uniform Plumbing Code 8. NSF:National Sanitation Foundation a. No. 14 Plastic Piping System Components and Related Materials 9. City of Houston Plumbing Code 1.05 SUBMITTALS A. Product Data 1. Submit manufacturer's technical data, specifications, shop drawings, and installation instructions for sprinkler heads, automatic valves, controllers, backflow preventers, connections, details, and related items. 2. Submit manufacturer's operating instructions and a schedule indicating length of time each valve is to be open to produce a given amount of precipitation. 3. Submit maintenance instructions on all items requiring manufacturer's standard detail submittal. B. Spares and Special Tools: Provide Owner with four(4)spare sprinkler heads of each size and type,two (2)wrenches for each type of head cover and two (2)wrenches for removal and installation of each type of head. In addition, see Section 2.17E C. Water:potable water to be supplied by Owner. Contractor shall make provisions for all connections required. 1.06 PRODUCT DELIVERY AND HANDLING A. Materials shall be delivered in manufacturer's unopened packaging labeled to indicate manufacturer's name and product identification. Insure that packaging and labeling 02441-2 349 remain intact until installation. Materials shall be stored protected form the elements, including direct sunlight. B. Pipes shall be handled so as to prevent being damaged and to maintain their straightness. Pipe ends shall be wrapped. Pipes shall be stored on beds the full length of the pipes. Damaged or dented pipes or fittings shall not be used. 1.07 DEFINITIONS A. Irrigation Main: Irrigation main is the piping from the water source to control valves. Irrigation main is that pipe which is on the pressure side of irrigation control valves. B. Irrigation Lateral Lines: Irrigation lateral line is the piping from the control valves to the irrigation heads. Lateral line is that pipe which is on the non-pressure side of irrigation control valves. PART 2 PRODUCTS 2.01 PIPES A. Markings: Thermoplastic pipes should be marked in accordance with ASTM D 1785 and ASTM D 2241 as applicable and shall bear the NSF mark in accordance with NSF 14. B. Irrigation Main Pipe: ASTM D 2231, PVC, 1120 or 1220, Schedule 40. C. Irrigation Lateral Line Pipe 1.Pipes 3/a inch diameter and larger: ASTM D 2231,PVC, 1120 or 1220 SDR 21.0, 200 PSI. 2. Pipes 1/2 inch diameter:ASTM D 2241,PVC, 1120 or 1220, SDR 13.5, 3.5 PSI. 2.02 SETTINGS FOR THREADED JOINTS A. ASTM D 2466,PVC, Schedule 80. 2.03 SEALANT FOR THREADED JOINTS A. Rector Seal Liquid Teflon by Rector Seal Corp., 2830 Produce Row,Houston,Texas 77023, (713) 928-6423, or approved equal. 2.04 SLEEVES UNDER PAVING FOR CONTROL WIRE AND IRRIGATION LINES A. ASTM D 2466,PVC, Schedule 40, sized as shown on drawings. 2.05 IRRIGATION SPRINKLERS A. Pop-Up Spray Sprinklers as specified on drawings. 1. Shall be heavy-duty plastic pop-up to specified height with appropriate nozzle as indicated on Drawings. 2. Irrigation head body, stem,nozzle, and screen shall be constructed of heavy duty plastic. 3. Head shall have wiper seal for cleaning debris as it retracts into case. 02441-3 350 4. Plastic nozzles shall have matched precipitation rate with an adjusting screw capable of regulating the radius and flow. 5. Head shall have stainless steel retroactive spring. 6. Head shall have filter screen under nozzle. 7. Head shall have side and bottom inlet on racketing system for easy alignment of pattern on 6 inch and 12 inch pop-ups. 8. The nozzles on pop-up spray head body shall be as shown on Drawings and shall be capable of covering the radius as designated on Drawings. Nozzles in same series shall have matched precipitation rates. 9. Heads shall be connected to irrigation lateral lines by swing joints as indicated. Flexible PVC shall not be accepted as a swing joint. B. Gear Driven Sprinklers as specified on drawings. 1. The pop-up sprinklers shall be a gear driven sprinkler. The part circle sprinklers shall have an infinitely adjustable arc of coverage from 40°to 360°. 2. The sprinkler case and internal assembly,except for the arm spring, bearing spring,wiper seal and bearing washers, shall be constructed of durable plastic. 3. The sprinkler shall have an adjustable nozzle-retainer/range adjustment screw for distance and distribution control and shall be capable of full or part circle operation as noted on Drawings. 4. The sprinkler shall have a 4"pop-up stroke,turbine bypass valve,fine mesh filter screen, and the gear drive shall be sealed in oil. 5. Plastic nozzles shall be as per irrigation legend. 2.06 ELECTRIC REMOTE CONTROL VALVES A. Electric remote control valves shall be as specified on Drawings. 1. Remote control valves shall be normally closed, 24 volt AC 60 Cycle, solenoid actuated glove pattern diaphragm. Valve pressure rating shall be 200 psi minimum. 2. Valve body and bonnet shall be constructed o heavy-duty glass-filled nylon. Diaphragm shall be nylon reinforced rubber. Solenoid coil shall be encapsulated in molded epoxy. 3. Valve shall be actuated by a low power,2.0 watt 24 volt AC Solenoid. 4. Valve shall have a flow control stem with wheel handle for regulating or shutting off flow of water and a bleed plug for manual operation. 5. All valve integral parts shall be removable from top of valve without disturbing the valve installation. 2.07 REMOTE CONTROL VALVE liES A. Remote control valve ties shall be plastic tags with wire to attach numbered tag to valve. 02441-4 351 2.08 VALVE BOXES A. Valve boxes shall be heavy duty plastic 17 inch by 11-%inch by 12-inch depth,black with green cover. Valve box shall be Series 1419,non-hinged,non-bolt cover, by Carson Industries, Inc., 1925 Street,La Verne, CA 91750. (213) 732-6265, or approved equal. 2.09 CONTROL WIRE SPLICE BOXES A. Control wire splice boxes shall be heavy duty plastic 10 inch diameter by 101/4 inch deep, black with black cover,No. 910-12B, by Carson Industries,Inc. or approved equal. 2.10 GRAVEL BACKFILL A. Gravel backfill for valve boxes and control wire splice boxes shall be 3/8-inch diameter pea gravel. 2.11 IRRIGATION CONTROL WIRE A. Wire: Solid copper wire,NEC type UF,UL listed for direct burial in ground. Minimum size:No. 14 AWG. B. Splicing Material: Scotchlok connector with No. 3570/Scochlok Connector Sealing Packs by Electro-Products Division/3M,Minneapolis,Minnesota,Rain Bird Snap- Tites by Rain Bird Sprinkler Manufacturing Corporation, or approved equal. Use separate packs for each splice. 2.12 GATE VALVES A. Gate Valves shall be PVC Ball Valves, size as noted on drawings. 2.13. QUICK COUPLING VALVES A. Quick coupling valves shall have heavy-duty brass construction, durable thermoplastic rubber cover, stainless steel internal valve springs, one-piece body design, as indicated on drawings. B. Provide four valve keys with 3/4 inch swivel hose ells. 2.14 BACKFLOW PREVENTER A. Backflow Preventers shall be bronze and copper,pressure vacuum breaker assembly Febco No. 765 by Febco Sales,Inc. (CMB Industries),P.O. Box 8070,Fresno, CA 93747 (209)252-0791, or approved equal. Size as per drawings. 2.15 CONTROLLER A. Controller shall be as indicated on drawings. 02441-5 352 2.16 CONTROLLER ENCLOSURE A. Controller enclosure shall be painted, galvanized NEMA enclosure as provided by Lemuer or approved equal. Enclosure to be vented, lockable with accessible bottom, panel. PART 3 EXECUTION 3.01 SYSTEM DESIGN A. Design Pressures: Pressure shall be as indicated on Drawings, and as measured at last head in circuit. B. Location of Heads: Design location is represented as accurately as possible. Make minor adjustments on site with approval of Landscape Architect as necessary to ensure consistent and even spacing where applicable. Set all heads minimum 6"from back of curb and 4"from edge of concrete walls. 3.02 TRENCHING AND BACKFILLING A. General: Contractor shall comply with Section 02221 Trenching&Trench Backfill and Section 02200 Earthwork of these Specifications. Excavate straight and true with bottom uniformly sloped to low points. Protect existing lawns and plantings. Remove and replant as necessary to complete installation.Replace damaged lawn areas and plants with new products to restore to existing installation's original condition. B. Minimum Cover: Provide 18-inch minimum cover over top of installed irrigation main piping. Provide 12-inch minimum cover over top of installed irrigation later piping. Provide 2 inches of earth between parallels and wire. Parallels shall be laid side-by-side,not stacked. C. Backfill: Backfill with clean material from excavation after obtaining landscape Architect's approval. Remove organic material, as well as rocks and debris larger than 1 inch in diameter. Place acceptable backfill in 6 inch lifts, compacting each lift. D. Existing Lawns: Where trenching is required across existing lawns, (or in event of changes or repairs after new lawn has been established),uniformly cut strips o sod 6 inches wider than trench. Remove sod in rolls of suitable size for handling and keep moistened until replanted. 1. Backfill trench to with 6 inches of finished grade and compact. Continue fill with acceptable topsoil; and compact to bring sod even with existing lawn. 2. Replant sod within 2 days after removal, roll and water generously. 3. Resod and restore to original condition all sod areas not in healthy condition equal to adjoining lawns 30 days after replanting. 3.03 INSTALLATION A. General: Unless otherwise indicated, Contractor shall comply with requirements of the Uniform Plumbing Code, latest edition, City of Houston Plumbing Code, and ASTM F 690. 02441-6 353 B. Pipes 1. Piping Mains and Laterals: Lay out sprinkler mainlines and perform line adjustments and site modifications to laterals prior to excavation. Lay pipe on solid sub-base,uniformly sloped without humps or depressions. 2. PVC Pipe Assembly a. Cut PVC pipe square and de-burr. Clean pipe and fittings using primer and cleaner as recommended by the PVC pipe manufacturer. Use tinted primer to aid in visual inspection. b. Apply a thin even flow coat of PVC solvent cement to inside of the fitting and pipe mating surface. Cure joints as recommended by the manufacturer and keep pipe and fitting out of service during curing period. Construct watertight joints equal.or greater in strength than the pipe.Do not tap pipe at fittings. 3. Install plastic pipe in dry weather,when temperature is above 40 degrees F. and in accordance with manufacturer's written instructions. Allow joint to cure at least 24 hours at temperature above 40 degrees F. before testing. 4. Plastic pipe shall be snaked in the trenches in a manner to provide for expansion and contraction as recommended by pipe manufacturer. C. Sleeves Under Paving: The majority of sleeves under paving are existing as shown on drawings. Where boring is required for new sleeves (refer to drawings), it shall be a"wet bore." Install sleeves 12"beyond edge of pavement. Perform trench and backfill in accordance with these specifications. D. Irrigation Heads 1. Flush irrigation lines with full head of water and install heads after hydrostatic test is completed. 2. Install heads at manufacturer's recommended heights. 3. Locate part-circle heads to maintain a minimum distance of 4 inches from walls and 2 inches from other boundaries,unless otherwise indicated. 4. Check for uniformity of coverage and pattern correctness. Adjust for 100% coverage where required. E. Electric Remote Control Valves 1. Adjust automatic control valves to provide flow rate at rated operating pressure required for each irrigation section. 2. Install valves in valve boxes, arranged for easy adjustment and removal.Locate valves to ensure ease of access for maintenance such that no physical interference with other elements ofthe project exists. F. Remote Control Valve Tags: One Remote Control Valve Tag shall be attached to stem of each electric remote control valve. Tags shall be numbered sequentially. Numbers shall correspond to station numbers in electric controller. Provide tags and corresponding numbers for wires pulled for future valves. G. Valve Boxes: Install valve boxes to cover electric remote control valves. Install two valves maximum in valve box where possible. Top of Valve box shall be flush with finished grade. Bury minimum 2 bricks under base of each box as support. 02441-7 354 H. Control Wire Splice Boxes: Install control wire splice box to cover any splice in control wire. Top of valve box shall be flush with finished grade. Bury minimum 2 bricks under base of each box as support. Install control wire splice box to cover wires pulled for future valves. I. Gravel Backfill: Backfill valve boxes and control wire splice boxes with gravel, minimum 6-inch depth. J. Irrigation Control Wires 1. Provide 24-volt system for control of automatic circuit-section valves of underground irrigation system. Provide unit capacity to suit number of circuits indicated. 2. Install control wires with irrigation mains and laterals in common trench where possible. Lay control wire to side of pipe. Provide looped slack at valves and snake wire in trench to allow for contraction. Tie wires in bundles at 10-foot intervals. Line Splices will be allowed on runs of 500 Ft. or more. Splices shall be made and placed in control wire splice boxes. 3. Common ground wire shall be white. No other wires shall be white. 4. Supply one extra wire, for each direction of run,to valve,which is located the greatest distance from the controller. Extra wire shall be green. Leave two loops of wire at each valve location. 5. Color of wire from controller to control valve shall be consistent to each valve. 6. Solder splices and protect with splicing material specified. Provide 12 inch long expansion loop within 3 feet of each wire connection and splice on runs of wire 100 feet or longer. K. Quick Coupling Valves 1. Connect quick coupling valves to irrigation mains by installing a Schedule 40 galvanized joint as per drawing. 2. Swing joints at quick couplers shall have threaded fittings with liquid Teflon sealant. L. Backflow Preventers 1. Make required connection to water supply according to local codes and manufacturer's written instructions. 2. Install pressure type backflow devices at required grade in accordance with the Houston Plumbing Code. Exposed mainline and mainline risers above PVC pipe main elevation shall be copper. Install one brass union in riser downstream of device. M. Irrigation Controller 1. Install controllers within lockable NEMA enclosure,Re: drawings. Wire complete and operable. 3.04 TESTING A. General: Notify Landscape Architect 48 hours in advance when testing will be conducted. Conduct tests in presence of Landscape Architect. 02441-8 355 B. Hydrostatic Test: Test irrigation main line,before backfilling trenches,to a hydrostatic pressure of not less than 100 psi for 1 hour. Piping may be tested in sections to expedite work,remove and repair or replace piping and connections which do not pass hydrostatic testing. System shall not lose more than 1 '/2 gallons of water in 1 hour. C. Operational Testing:.Perform operational testing after hydrostatic testing is completed, backfill is in place and Irrigation heads are adjusted to final position. 1. Demonstrate to Landscape Architect that system meets coverage requirements, is a specified and indicated, and that automatic controls function properly. 2. Coverage requirements are based on operation of one circuit at a time. After completion of grading, sodding and rolling of grass areas, carefully adjust lawn sprinkler heads so they will be flush with or not more than 1/2 inch above fmished grade. Set shrub sprinkler heads no more than 1/2 inch above top of mulch. 3.05 MAINTENANCE A. Contractor shall correctly maintain the irrigation system during the installation process and throughout the landscaping maintenance service period. Specified in Section 02493,Exterior Landscape Maintenance. B. Contractor shall provide"As Built"Drawings showing dimensioned location of valves, meters, vacuum breakers, controllers, and mainline. Contractor shall request reproducible mylars form the Landscape Architect in preparation of"As Built: Drawings. END OF SECTION 02441 • 02441-9 356 SECTION 02480 PLANTING PART 1 GENERAL 1.01 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and all applicable specification sections, apply to this section. 1.02 DESCRIPTION OF WORK A. This Section specifies the requirements for providing planting materials and their installation as indicated and scheduled. For grass installation refer to Section 02487- Sodding and Section 02486—Hydromulching. 1.03 MEASUREMENT AND PAYMENT Unless indicated as a Bid Item, no separate payment will be made for planting under this section. Include cost in Bid Items for which this Work is a component. If Planting is included as a Bid Item,measurement will be based on the units shown in Section 00300-Bid Proposal and in accordance with Section 01200-Measurement and Payment Procedures. Payment includes all labor and materials required for installation of plant material. 1.03 QUALITY ASSURANCE A. Installer: Installation of planting work shall be performed by a single firm specializing in landscape and planting work. Contractor shall be licensed by the Texas Association of Nurserymen, shall possess an agricultural certificate, shall be a licensed pest applicator, and shall have not less than 5 years of experience in this type of work. B. Quality Control 1. Trees, Shrubs, and Groundcovers: a.Provide plants of quantity, size, genus, species and variety shown and scheduled for planting work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock." Provide healthy,vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun-scald, injuries, abrasions, or disfigurement. b. Label each plant with securely attached waterproof tag bearing legible designation of botanical and common name. 2. Compliance: Ship planting materials with Certificates of Inspection as required by governing authorities. Comply with all applicable local, state, and federal 02480-1 357 _ requirements regarding materials,methods of work, and disposal of excess and waste materials. 3. Substitutions: Do not make substitutions unless approved in writing by Landscape Architect. If specified planting material is not obtainable, submit proof of non-availability to Landscape Architect together with proposal for use of equivalent material. Contractor shall submit proposal in a timely manner as to not impact project completion or installation of other work. 4. Analysis and Standards: All packaged products shall be delivered in original manufacturer's sealed containers. For unpackaged materials, submit analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists,wherever applicable. 5. Inspection: Notify Landscape Architect at least 2 weeks prior to installation, of location where materials that have been selected for planting may be inspected, either at place of growth or the site prior to planting. Plant material will be inspected for compliance with requirements for genus, species,variety,size and quality. Landscape Architect retains right to further inspect trees for size and conditions of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Contractor shall remove rejected trees immediately from site and replace with specified materials. Plant material not installed in accordance with Contract will be rejected. C. Reference standards Applicable to this section: 1. ANSI: American National Standards Institute a.Z60.1:Nursery Stock 2. Association of Official Agriculture Chemists 3. FS: Federal Specifications and Standards a.Q-P-166E: Peat,Moss;Peat,Humus; and Peat,Reed-Sedge 4. NBS:National Bureau of Standards a.PS23: Perlite Product Standard 1.04 SUBMITTALS A. Work Schedule: Contractor shall submit a work schedule for all planting work prior to purchase and installation of plant material. B. Certification: 1. Submit, for landscape Architect's review and approval,manufacturer's or vendor's certified analysis of soil amendments. Submit other data substantiating that materials comply with specified and indicated requirements. 2. Fertilizer certification shall be submitted for.landscape Architect's review and approval as to the chemical analysis of the fertilizer, a listing of the elements contained therein and their percentages. 02480-2 358 C. Maintenance Instructions: Submit typewritten instructions, including manufacturer's recommendations and instructions recommending procedures to be established by Owner for maintenance of planting work. Submit instructions prior to expiration of contractor's required maintenance period. D. Submittals: Submit samples of topsoil, bark mulch and enriched bark mulch. 1.05 DELIVERY, STORAGE AND HANDLING A. Packaged Materials: Deliver packaged materials in fully labeled original containers showing weight, analysis and names of manufacturer. Protect materials from deterioration during delivery, and while stored at site. B. Plants: 1. Do not drop stock during delivery. 2. Materials shall not be pruned prior to installation unless otherwise approved by Landscape Architect in writing. Do not bend or bind-tie trees and shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. 3. Deliver plants after preparation for planting has been completed and plant immediately. If planting is delayed more than 7 hours after delivery, set plants in shade, protect from weather and mechanical damage. Keep roots moist by covering with mulch, burlap or other acceptable means of retaining moisture, and water as needed. 4. Do not remove container grown stock from containers before time of planting and water immediately after delivery and prior to planting. 1.06 JOB CONDITIONS A. Work Scheduling: Proceed with and complete planting work in a timely manner, working within seasonal limitations for each kind of planting work required B. Planting time 1. Correlate planting with specified maintenance periods to provide maintenance from date of Substantial Completion. 2. Plan to frost-tender trees only after danger of frost is past or sufficiently before frost season to allow for establishment before first frost. Do not plant in frozen ground. 3. Plant trees, shrubs and groundcover after final grades are established and prior to planting of lawns, unless otherwise directed by Landscape Architect in writing. If planting occurs after lawn work,protect lawn areas and promptly repair damage to lawns resulting from planting operations. C. Utilities: Refer to engineering drawings and coordinate with Utility Contractor for location of utilities. Contractor_shall be responsible for damage to existing utilities and structures. 02480-3 359 D. Security: The Owner will not assume any responsibility for security of any materials, equipment, etc. during construction of the project until project acceptance. E. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions beyond the scope of this contract, or obstructions,notify Landscape Architect of such conditions, immediately and before planting. F. Pollution Control: Control dust caused by planting operations. Dampen surfaces as necessary. Comply with pollution control regulations of governing authorities. 1.07 SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE A. Substantial Completion notice for planting work will be issued by landscape Architect only for entire planting and landscape work. B. Substantial Completion notice will be issued only after Owner and Landscape Architect inspect and approve all required planted materials and grassed areas. C. Final acceptance will be determined after the maintenance period and when all plant materials are alive and healthy and grass areas are established. D. Final acceptance notice will be issued only after Owner and Landscape Architect inspect and approve all planting work as in accordance with the Contract Documents. 1.08 SPECIAL PROJECT WARRANTY A. Contractor shall furnish written warranty of trees, shrubs and groundcover for 12 months after date of final acceptance, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner or abuse or damage by others. B. Remove and replace shrubs and groundcover found to be dead or in unhealthy condition during warranty period. Replace shrubs and groundcover which are in doubtful condition at end of warranty period. However, if in the opinion of Owner, such doubtful material may survive, Contractor shall extend the warranty period for a full growing season. Owner will determine which items are in doubtful condition. C. Another inspection will be conducted by Owner, at end of extended warranty period to determine acceptance or rejection. PART 2 PRODUCTS 2.01 MATERIALS A. Fertilizer 1. Provide an inorganic commercial fertilizer which is uniform in composition, dry and free flowing, in original unopened containers, each bearing the manufacturer's guaranteed analysis. Caked, damaged or otherwise unsuitable fertilizer will not be accepted. i. For lawns: 12-24-12. 02480-4 360 ii.. For ground cover areas, shrub beds and tree holes: 20-10-5 (Except for Genus Pyrus(Pear). 2. Agriform 20-10-5 Planting Tablets shall be evenly placed along the sides of planting pits at the tips of root ball (do not place in bottom of pit) at the following rate. Material No. of Tablets 1 gallon/4"pots 1/2 (or granular fertilizer) 5 gallon 2 7 gallon 3 15 gallon 5 30/45 gallon 8 65 gallon 12 100 gallon 15 200 gallon 20 B&B Crapemyrtle 6 B. Sharp Sand: Sand shall be thoroughly washed, coarse grade shape, construction or brick sand, free of clay balls,weeds, and grass. So-called cushion sand, blow sand, or creek silt is not acceptable for substitution where sharp sand is specified. C. Herbicide ( ^ 1. Use an approved systemic non-selective,post emergent herbicide on specified areas to kill all vegetation. 2. Use Confront, or equal, for general control of broadleaf weeds in lawns. 3. Use Preemerg,Eptam,Dryclomec, or equal for ground cover. 4.Use an approved pre-emergent to control seed germination in specified areas. D. Bark Mulch for top dressing: Organic mulch free from deleterious materials and suitable for top dressing of trees, shrubs or plants. Mulch shall be composted, well rotted, shredded hardwood mulch, black or dark brown in color. Enriched Bark Mulch for bed prep shall be as above with additional organic of peat and/or manure. E. Root Stimulator:, Use approved root stimulant on all newly planted trees, shrubs, Vines and/or ground cover areas. F. Fire Ant control: Ortho Orthene Fire Ant Killer. G. Insecticide: Shall be Shall be "Astro Insecticide" as manufactured by FMC Corporation, Agricultural Products Group, 1735 Market Street, Philadelphia, PA 19103 (800.321.1362)or approved equal. H. Planting Backfill Mix: Shall be 33%topsoil, 33%sharp sand, and 33% enriched bark mulch or approved commercially available soil mix. Add fertilizer as per specifications. s I. Topsoil 02480-5 361 1. Provide topsoil which is fertile, friable, natural loam, surface soil, free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 2 inches in any dimension and other extraneous or toxic matter harmful to plant growth. 2. Obtain topsoil only from naturally, well-drained sites where topsoil occurs in a depth of not less than 4 inches. Topsoil shall not be collected from sites that are infected with growth of, or the reproductive parts of noxious weeds, especially nut grass. Topsoil shall not be stripped, collected or deposited while wet. Topsoil shall not be excessively acid or alkaline or contain toxic substances which may be harmful to plant growth. Topsoil shall be without admixture of subsoil. 2.02 PLANT MATERIALS A. Trees, Shrubs and Groundcover: Provide specimen quality plant material as described in Construction Documents. Each individual species of plant material shall be obtained and provided from a single source. PART 3 EXECUTION 3.01 PREPARATION A. Grading 1. Strip existing vegetation and soil in areas to receive planting and grass to depth shown on drawings. Backfill with topsoil and planting backfill mix to depth shown on drawings. 2. Perform grading within Contract limits, including adjacent transition areas, where required, to new elevations, levels, and contours indicated. Provide subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes. 3. Grade surface to ensure areas drain away from structures and to prevent ponding and pockets of surface drainage. Provide subgrade surfaces free from irregular surface changes. Provide subgrade surface free of exposed boulders or stones exceeding 4 inches in greatest dimension in paved areas; 2 inches lawn areas. 4. Provide adequate drainage of the working area at all times. 5. Fine grade topsoil eliminating rough and low areas to ensure positive drainage. Maintain levels,profiles, and contours of subgrades. 6. Remove stones, roots, weeds, and debris while raking topsoil. Rake surface clean of stones 1 inch or larger in any dimension and of all debris. Place planting backfill mix to depth specified on drawings. 7. All finished grades shall meet line and grade of pavement. Finished grades(top of soil prior to hydromulch) shall be a maximum of 1 inch below walkway pavement surface. Grade all slopes from rear of landscape easement or center of medians to walkways and curbs at a minimum of 2 percent slope. B. Plant Layout: Layout individual tree locations of trees to be machine moved by others and areas for multiple plantings as shown on drawings. In case of conflicts or non- contractual conditions,notify Landscape Architect before proceeding with the work. 02480-6 362 C. Preparation of Planting Backfill Mix 1. Mix specified soil amendments and fertilizers with topsoil at rates indicated. Delay mixing of fertilizer if planting will not follow placing of planting soil within 48 hours, unless otherwise directed. Amendments shall be incorporated into soil as a part of the soil preparation process prior to fine grading, fertilizing, and planting. Each amendment material shall be broadcast or spread evenly at the specified rate over the planting area. Amendments shall be thoroughly incorporated into the topsoil until amendments are pulverized and have become a homogeneous layer of soil ready for planting. Incorporation and mixing shall be accomplished by mechanical means. 2. For planting beds,mix planting soil prior to backfilling. D. Fire Ant Control: Fire ants shall be controlled with broadcast application of insecticide at a rate of 1-1/2 lbs. bait per acre. Apply after dew has dried and when no rain is expected for 6 hours. Use properly calibrated equipment to assure uniform distribution. Apply to entire area of planting/grassing. 3.02 PLANTING A. Excavation for Shrubs 1. Excavate pits, beds and trenches with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. 2. Make excavations at least half again as wide as the ball diameter and equal to the ball depth,plus 3"allowance for setting of ball on a layer of compacted backfill. 3. Dispose of subsoil removed from planting excavations. Do not mix with planting soil or use as backfill. B. Planting Large Shrubs 1. Set stock on layer of compacted planting soil mixture, plumb and in center of pit at same elevation as adjacent finished planting grades. Place fertilizer tablets evenly spaced in hole at specified rate. Place additional backfill mix around base and sides of ball and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/3 full, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Dish top of backfill to allow for mulching. 2. Prune, thin out, and shape shrubs in accordance with standard horticultural practice. Prune shrubs to retain natural character. Remove and replace excessively pruned or misformed stock resulting from improper pruning. C. Planting Shrubs, Groundcover and Seasonals 1. Excavate hole as necessary to accommodate root ball. Place fertilizer tablet(s) or granular fertilizer in hole according to recommended rate. Backfill hole with planting backfill mix. Water after planting to remove voids and place additional prepared soil to cover root ball if necessary. 2. Mulch entire planting bed areas with 2 inches bark mulch spread consistently and evenly across root balls and entire planting bed areas. 02480-7 363 D.Planting Trees 1. Set stock on 6"ht.pedestal of compacted soil,plumb and in center of pit at same elevation as adjacent finished planting grades. Place additional backfill mix around base and sides of ball and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets against sides of rootball as backfill mix is worked in. When excavation is approximately 2/3 full,water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed.Dish top of backfill to allow for mulching. 2. Prune, thin out, and shape trees in accordance with standard horticultural practice. Prune shrubs to retain natural character. Remove and replace excessively pruned or misformed stock resulting from improper pruning. 3.03 CLEANUP AND PROTECTION A. During planting work, keep pavements clean and work area in an orderly condition. Sweep site and remove trash at end of each workday as necessary. B. Protect planting work and materials from damage due to planting operations, operations by other contractors and trades and trespassers. Maintain protection during installation periods. Treat, repair or replace damaged planting work as directed by Landscape Architect. C. Stockpile, haul from site, and legally dispose of waste materials and debris. Accumulation will not be permitted. Maintain haul and disposal routes clear, clean and free of debris. On-site burning of combustible cleared materials will not be permitted. D. Upon completion of work, clean areas within Contract limits; remove tools, supplies and equipment. Wash down curbs and pavement areas. Scrub curbs and walks as necessary to insure a clean surface. Provide site clean and free of materials and suitable for use as intended. 3.04 MAINTENANCE A. Contractor shall correctly maintain the planting work throughout the installation process and throughout the landscape maintenance period as specified in Section 02493,Exterior Landscape maintenance. 3.05 A. When planting work is completed and at the completion of maintenance period, Owner will make an inspection to determine acceptability. B. When inspected planting work does not comply with the Contract Document requirements, replace rejected work and continue specified maintenance until reinspected by Owner and found to be acceptable. Contractor shall remove rejected plants and materials promptly from site. END OF SECTION 02480 02480-8 364 SECTION 02493 • EXTERIOR LANDSCAPE MAINTENANCE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and all applicable specification sections,apply to this section. 1.02 WORK COVERED A. Furnish all labor, materials and equipment as necessary to provide a landscape maintenance program in strict accordance with the Specifications and Drawings as prepared by KGA/DeForest Design, LLC. 1.03 RELATED WORK N OTHER SECTIONS A. Examine all section for work related to this section. 1.04 MEASUREMENT AND PAYMENT A. Bid Item will be a lump sum per items delineated and required by this specification. \ B. Payment includes all labor and materials required for the maintenance of the exterior landscape as described in this specification. 1.05 SCOPE A. Work Included: 1. Monitoring, adjustment and repair of sprinkler irrigation. 2. Watering of trees installed under this contract in non-irrigated areas. 3. Mowing, edging,weeding and trimming of lawn areas. 4. Pruning and trimming of trees and shrubs. 5. Weeding of mulched areas. 6. Application of fertilizers, insecticides, and herbicides. 7. General site clean up;removal of trash and products of maintenance. 1.06 REQUIREMENTS OF REGULATORY AGENCIES A. Perform work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide for all permits required by local authorities. 1.07 CON"1'RACTOR RESPONSIBILITIES A. The Contractor shall begin maintenance immediately upon starting any portion of the work of this contract. B. The Contractor's Maintenance Period shall continue 90 days beyond Substantial Completion of all Work in this contract. C. Irrigation System: The Contractor's maintenance of the irrigation system shall consist of monitoring and adjustment of the duration and frequency of the watering schedule, 02493-1 365 - adjustment of heads for coverage and elevation, repair of leaks in both mains and lateral lines and all other work to establish a complete working irrigation system. D. Trees, Shrubs and Groundcovers: The Contractor's maintenance of new planting shall consist of watering, cultivating, weeding, mulching, restaking, tightening and repairing of guys, resetting plants to proper grades or upright position, restoration of the planting saucer, and furnishing and-applying such sprays and invigorants as are necessary to keep the plantings free of insects and disease and in thriving condition. E. Lawns: The Contractor's maintenance of new lawns shall consist of mowing, watering, weeding, repair of all erosion and reseeding as necessary to establish a uniform stand of the specified grasses. 1.08 PROTECTION A. Protect planting areas and lawns at all times against damage of all kinds for duration of maintenance period. Maintenance includes temporary protection fences, barriers and signs as required for protection. If any plants become damaged or injured, because sufficient protection was not provided, treat or replace as directed by Owner at no additional cost to Owner. 1.09 FINAL ACCEPTANCE A. Work under this section will be accepted by Landscape Architect upon satisfactory completion of all work, including maintenance, but exclusive of the required guaranteed irrigation obligations, replacement of plant materials and lawns under the Warranty Period. Upon fmal acceptance, the Owner will assume responsibility for maintenance of the Work. 1.10 WARRAN TIES AND REPLACEMENTS A. Refer to other sections. 1.11 MAINTENANCE INSTRUCTIONS A. At the completion of work, furnish two (2) copies of written maintenance instructions to Owner and one (1) copy to Landscape Architect for maintenance and care of the irrigation system, seeded areas and all planting throughout the year. PART 2 PRODUCTS 2.01 MATERIALS A. Materials required for installed items shall match those already in use. B. Samples of all materials not specified under other sections of these Specifications shall be submitted for review by Landscape Architect prior to use. C. Topdress Fertilizer: Commercial fertilizer with guaranteed analysis of 16-6-8 or as required for application use. 2.02 REQUIRED EQUIPMENT Contractor shall furnish the following maintenance equipment: 1. Riding Lawnmowers 2. Push Lawnmowers 3. Gasoline Powered Edgers 02493-2 366 z 1 4. Trash Trimmers 5. Line Trimmers 6. Miscellaneous Hand Tools,Rakes,Brooms. Etc. 7. Blowers 8. Others as needed PART 3 EXECUTION 3.01 WATERING: It shall be the responsibility of the Contractor to assure that the correct watering of plant materials is being accomplished through the following irrigation services: A. Regular deep watering to all new trees until there are definite signs that the trees have established themselves, new growth is apparent, and no trees are experiencing stress conditions. Deep watering shall be accomplished with hoses. B. Frequent watering to the lawn areas to insure against drying. This may be accomplished as above, by the automatic sprinkler system, hand watering or portable sprinklers. Contractor shall monitor settings of automatic sprinkler controls and recommend necessary adjustments according to climatic changes. C. Contractor shall be responsible for watering areas that do not have irrigation systems. D. Contractor shall be responsible for damages to irrigation system caused by mowing and other maintenance operations. 3.02 MAINTENANCE OF TURF AREAS A. Mowing lawn/grass areas shall be accomplished with sharp, properly adjusted mowers of the correct size for the various areas. B. Mowing frequency shall be as per the Landscape Maintenance Program. Blade heights shall be set according to the following schedule. 1. 1-1/2 inches Initial Mowing 2. 1-1/2 inches April-November 3. 2 inches December-March C. In the event of a prolonged rainy period and a surge of leaf growth is anticipated, the mower height may be readjusted to prevent "scalping" or skinning of lawn on preceding cuts. D. Lawn shall be edged evenly at all walks, headers and other structures as per Landscape Maintenance Program. E. Until the establishment of the turf, the Contractor will be responsible for replacing soils that have eroded onto the paved areas. Residual soils on pavingwill be removed and if not mingled with objectionable materials may be re-used in eroded areas. F. Immediately upon observing any lawn grass spreading into shrub or groundcover areas, the Contractor shall initiate a program of removal and maintain this program throughout the maintenance period. G. Any lawn grass appearing in paved areas shall receive an application of soil sterilant _ according to manufacturer's direction. The sterilant shall be approved and will not be detrimental structurally to paved areas. 02493-3 367 H. Special efforts shall be given to the control of fire ants infesting the site. After , control is accomplished, the ant mounds shall be lowered and tamped to the existing grade. I. Apply topdress fertilizer(10-6-8)thirty(30) days after seeding. J. Removal of debris from the site unrelated to horticultural maintenance (paper,bottles, can"Pirate" signs, etc.) shall be the responsibility of the Contractor. Frequency as per Landscape Maintenance Program. 3.03 MAINTENANCE OF TREES AND SHRUBS A. Contractor shall adjust and tighten as required all tree staking and guying. Removal as directed by Owner's Representative. B. Contractor shall deep water all new trees until there are definite signs the trees have established themselves and are pushing out new growth. C. Watering basins shall be removed by Contractor after the trees have established themselves or as directed by Owner's representative. Basins are normally removed one year from time of planting. D. Contractor shall be continuously alert for signs of insect presence or damage or the presence or damage from plant fungi. Upon locating such evidence, the Contractor shall report it to the Owner's Representative and take action as directed. PART 4 SCHEDULES 4.01 MOWING, EDGING, TRIMMING, LITTER CLEAN UP, AND IRRIGATION MONITORING MONTH #OF VISITS PER MONTH January 2 February 3 March 4 April 4 May 4 June 4 July 4 August 4 September 4 October 3 November 3 December 2 4.02 TOPDRESS FERTILIZER A. Thirty(30)days after seeding. 4.03 MULCHING, WEEDING, WEED CONTROL, GUYING AND STAKING ADJUSTMENT A. As required at each visit 02493-4 368 4.04 RESEEDING A. As required upon notice. END OF SECTION 02493 i 02493-5 369 SECTION 16050 ELECTRICAL PART 1 GENERAL 1.01 DESCRIPTION All work on these drawings shall be done in strict accordance with these specifications. All work fairly implied as essential to the complete functioning of the electrical systems shown on the Drawings and Specifications shall be completed as part of the work of this Division unless specifically stated otherwise. It is the intention of the Drawings and Specifications to establish the types of the systems, but not set forth each item essential to the functioning of the system. In case of doubt as to the work intended, or in the event of amplifications of clarification thereof, the Contractor shall call upon the Architect for supplementary instructions,Drawings, etc. 1.02 MEASUREMENT AND PAYMENT Unless indicated as a Bid Item, no separate payment will be made for Electrical under this section. Include cost in Bid Items for which this Work is a component. 1.03 WARRANTY The undertaking of the work described in this Division shall be considered equivalent to the issuance, as part of this work, of a specific guarantee extending one year beyond the date of completion of work and acceptance by Owner, against defects in materials and workmanship. Materials, appliances and labor necessary to effect repairs and replacement so as to maintain said work in good functioning order shall be provided as required. Replacements necessitated by normal wear in use or by Owner's abuse are not included under this guarantee. 1.04 PROJECT CONDITIONS Visit the site of the proposed construction in order to fully understand the facilities, difficulties and restriction attending the execution of the work. No additional compensation will be allowed this Contractor for work or items omitted from his original Proposal due to his failure to inform himself regarding such matters affecting the performance of the work in this Contract or necessary for the installation and completion of the work included herein. 1.05 PERMITS AND FEES The contractor shall arrange and pay for all permits, fees, tests, and all inspections as required by governmental authorities. 1.06 COORDINATION WITH FIELD CONDITIONS Contractor shall review all pertinent Drawings and adjust his work to all conditions shown there on. Discrepancies between Plans, Specifications, and actual field conditions shall be brought to the prompt attention of the Architect. 16050-1 370 Approximate location of transformers, feeders, branch circuits, lighting and power outlet panels, outlets for .special systems, etc., are indicated on the Drawings. However, the Drawings, do not give complete and accurate detailed locations of such outlets, conduit runs, etc., and exact locations must be determined by actual field measurement. Such locations will, at all times, be subject to the approval of the Architect. Communicate with the Architect and secure his approval of any outlet (light fixture, receptacle, switch, etc.) location about which there may be the least question. Outlets obviously placed in a location not suitable to the finished room or without specific approval, shall be removed and relocated when so directed by the Architect. Location of light fixtures shall be coordinated with reflected ceiling plans. 1.07 SUBMITTALS Contractor shall provide six sets of submittals, shop drawings, descriptive literature, physical data and specification critique for the following items: Lighting and Appliance Panelboards Wiring Gutters Heavy Duty Disconnect Switches Lighting Contractors Photocells Wiring Devices and Plates Conduit and Fittings Wire Time clocks Any deviations from the specified items shall be listed on the cover sheet and clearly itemized for all deviations. The contractor shall provide two copies of owner's manuals to the architect upon completion of the work. 1.08 SUBSTITUTIONS The names, manufacturers, and model numbers have been used in the Contract documents to establish types of equipment and standards of quality. Where more than one manufacturer is named for a specific item of equipment, only one of the specified manufacturers will be considered for approval. Where only one manufacturer is mentioned with the phrase "or approved equal", Contractor may submit an alternate • manufacturer for consideration,provided the following conditions are met: 1. Submit alternate equipment with complete descriptive data in shop drawing form. Provide sample of equipment upon request for review by Architect. Samples will be returned if requested in writing. 2. Alternate equipment must be equal from the standpoint of materials, construction and performance. 3. Alternate submittal must be presented to the Engineer/Architect ten (10) days prior to bid date for approval. 16050-2 371 1.09 QUALITY ASSURANCE All work shall be performed in accordance with all state, local, and federal codes and all authorities having jurisdiction, including but not limited to: National Electrical Code (NEC) American Society for Testing and Materials (ASTM) Underwriter's Laboratories, Inc. (UL) Insulated Power Cable Engineer's Association(IPCEA) National Electrical Manufacturer's Association(NEMA) Institute of Electrical and Electronic's Association(IEEE) American National Standards Institute (ANSI) National Fire Protection Association(NFPA) 1.10 SLEEVES, CUTTING AND PATCHING This Section shall be responsible for the placing of sleeves for all conduit passing through walls, partitions, beams, floors, roof, etc. Sleeves through below-grade walls shall be as specified and detailed on the plans. All cutting and patching will be done under another Division, but this Section will be responsible for timely performance of this work and layout of holes and setting sleeves. 1.11 EXCAVATION AND BACKFILL Trenching and backfilling and other earthwork operations required to install the facilities specified herein shall conform to the applicable requirements of Division 2 (95% of maximum standard density). Where trenching or excavation is required in improved areas, the backfill shall be compacted to a condition existing prior to trenching or excavating operations. The plans indicate information pertaining to surface and sub-surface obstructions; however, this information is not guaranteed. Should obstructions be encountered whether or not shown, the Contractor shall alter routing of new work, reroute existing lines, remove obstructions where permitted, or otherwise perform whatever work is necessary to satisfy the purpose of new work and leave existing surfaces and structures in a satisfactory and serviceable condition. All direct burial wires must be in PVC conduit and placed minimum of 18" deep or per local code. 1.12 CLEANING Clean lighting fixtures and equipment. Touch-up and refinish scratches and marred surfaces on panels, switches, starters, and transformers. 1.13 TESTS AND INSPECTIONS Tests and inspection requirements shall be coordinated with Architect. 16050-3 372 Date for fmal acceptance test shall be sufficiently in advance of completion date of contract to permit alterations or adjustments necessary to achieve proper functioning of equipment prior to contract completion date. Conduct re-tests as directed by Architect on portions of work or equipment altered or adjusted as determined to be necessary by fmal acceptance test. No resultant delay or consumption of time as a result of such necessary re-test beyond contract completion date shall relieve Contractor of his responsibility under contract. Put circuits and equipment into service under normal conditions, collectively and separately, as may be required to determine satisfactory operation. Demonstrate equipment to operate in accordance with requirements of these specifications. Perform tests in the presence of Architect. Furnish instruments and personnel required for tests. At the time designated by the Architect, the entire system shall be inspected by the Architect and Engineer. The contractor or his representative shall be present at this inspection. Panelboards, switches, fixtures, etc., shall be cleaned and in operating condition. • Certificates and documents required hereinbefore shall be in order and presented to the Architect prior to inspection. Panel covers,junction box covers, etc., shall be removed for visual inspection of the wire,bus bars, etc. After the inspection, any items that are noted as needing to be changed or corrected in order to comply with these specifications and the drawings shall be accomplished without delay. PART 2 PRODUCTS-ELECTRICAL 2.01 ALL PRODUCTS: All products shall be listed by Underwriter's Laboratories and have the U.L. label affixed. 2.02 RACEWAYS AND FITTINGS: Except as noted or otherwise specified, all wiring shall be installed in galvanized rigid steel conduit or electrical steel tube (EMT) of the proper size to contain the number of conductors required in accordance with the latest edition of the N.E.C. Where conduit sizes are shown on the drawings,those shall take preference. Provide EMT in sizes up to 4 inches when concealed or not exposed to damage;Rigid steel, galvanized for underground use, where exposed to damage, or in exterior applications; Rigid galvanized steel where embedded in concrete or masonry construction. Minimum size shall be 'A inch except for fixture whips not exceeding 6'-0" long. Branch circuits run underground shall be run in Carlon Schedule 40 PVC conduit. Install ground wire in accordance with NEC table 250-95. Electrical metallic tubing 16050-4 373 n systems shall utilize watertight compression type fittings where exposed to moisture and set screw type fittings elsewhere. Conduit shall be run concealed in finished areas. Conduit may be exposed in mechanical rooms and where otherwise indicated. Concealed conduit shall run in as direct manner with as long bends as possible. Exposed conduit shall be run parallel with, or at right angles to the lines of the building; and all bends shall be made with standard conduit ells or conduit bent to not less than same radius. Not more than equivalent of four quarter bends shall be used in any run between terminals and cabinet, or between outlet and junction boxes. Approved conduits shall be used in lieu of conduit ells where ease of installation and appearance warrants their use. Conduit joints shall be made with approved couplings and unions. Provide #30 nylon pulling line in all conduits in which permanent wiring is not installed. Branch circuit conduits installed in concrete slabs on fill or grade shall be positioned in a manner to ensure complete concrete cover. In no case shall such conduits be exposed below or above the slab surfaces, or penetrate the waterproof membrane. At locations where feeder, or other large conduits, must past through slabs on fill or grade, the conduit shall be PVC coated rigid galvanized steel, extended 6 inches into the earth, and 2 inches above exposed surface of slab. All conduits shall be securely fastened and supported using hot galvanized malleable iron one-hole pipe straps, clamps, hangers or other means approved by the engineer. Supports shall be as required by NEC Table 346-12. Tie wire shall not be used as support or securing means. Support conduit independently of ceiling hanger wire. 2.03 OUTLET AND JUNCTION BOXES: Provide an approved galvanized outlet box with adequate volume for number of conductors concerned. Provide standard galvanized switch boxes of the required number of gangs. Switch boxes for exposed wiring shall be handy boxes or approved equal. Outlet boxes for receptacles shall be similar to Universal 52151 with suitable raised cover. Receptacle boxes on exposed wiring shall be handy boxes or approved equal. Weatherproof boxes where necessary shall be FS or FD. Outdoor boxes shall be NEMA 3R,with conduit connections made by Myers Hubs. . See notes and details on Drawings for special box requirements. Provide junction boxes required to facilitate installation of the various conduit systems. Provide support boxes required for risers, each complete with approved cable supports as described elsewhere in this Division. (T, Outlet boxes for drywall shall be standard galvanized switch boxes. 16050-5 374 Provide coverplates for all outlet boxes. Provide junction boxes and conduit system for all electrical systems: (i.e. electrical, sound, security,fire alarm, CCTV, cameras, CATV, intercom.) 2.04 WIRE AND CABLE: A. All wire shall be new and continuous without weld, splice, or joints throughout its length. It must be uniform in cross-section, free from flaws, scales and other imperfections. Wire shall be soft drawn, annealed, 98% pure copper, with tin coating. Aluminum wiring is not acceptable. Acceptable manufacturers for 300 volt wire and cable shall be Westpenn,Beldon, and Alpha. Acceptable manufacturers for connectors shall be AMP, Burndy, Ideal, 3M, O.Z. Gedney, and Thomas &Betts. B. TYPES: 1. Provide code gauge type"THEN"or"THWN" insulation 2. All wire No. 8 and larger shall be stranded. All wire No. 10 and smaller shall be solid. Minimum wire shall be No. 12, unless otherwise shown on Drawings. 3. Provide type "RHH" or other 90 degrees C insulation wiring for branch circuit wiring installed through continuous rows of fluorescent fixture bodies. 4. Fire alarm device wiring shall be 300 volt, PVC jacket UL-listed when routed in a raceway. The jacket shall be UL listed for the use in air plenums when a raceway is not used. 5. Control wiring shall be No. 14 AWG copper conductor unless otherwise shown; 600 volt rated insulation. 6. Open low voltage wiring in return air plenums shall be plenum rated or run in conduit. All wiring in mechanical rooms, electrical rooms and other areas subject to physical damage shall be run in conduit. C. COLOR CODING: Conductors shall be color coded in accordance with the governing authority requirements or as follows: 120/240V 1. Neutral: White 2. Phase A: Black 3. Phase B: Orange 4. Phase C: Blue ( 5. Ground: Green 16050-6 375 D. SPLICES: Splices, where required, shall be fully made up in outlet boxes with compression crimp-on type splice connectors and at least 12 inches tagged end left for the fixture hanger. Where local requirements specify certain colors for phases and neutral, etc., these shall become the standard for this project. Joints and splices will not be permitted in mains or feeder. Joints in branch circuits will be permitted where branch circuits divide, and then shall consist of one through- circuit to which the branch shall be spliced. Joints shall not be left for the fixture hanger to make. Fit joints and splices with Buchanan Series "2000" solderless connectors complete with insulating caps or properly sized wire nuts. 2.05 WIRING DEVICES: Acceptable manufacturers are Hubbell, or Pass & Seymour. A. SWITCHES: Furnish and install generally where indicated on the Drawings. Coordinate final color and exact locations with architect. Wall switches shall be 20 amp, 120-277 volt and shall be Hubbell Style Line Series 21 or equal as follows: 1. SINGLE POLE SWITCHES: 2121-W, White B. RECEPTACLES: Furnish and install generally where indicated on Drawings. Coordinate final color and exact location with architect. Receptacles shall be Hubbell or equal as follows: 1. Duplex 20A-125V-self grounding: 2162-W (white, Nema configuration 5- 20R). 2. Ground fault circuit interrupter (GFCI) receptacle 20A-125V; GF-5362-W. (White with indicator light Nema configuration 5-20R, with "Feed through" connectors capable of protecting connected downstream receptacles on a single circuit, and of being installed in a 2-3/4" deep outlet box without adapter). C. PLATES: 1. Furnish and install plates on all outlet boxes 2. Plates in offices and similar finished areas shall be Hubbell smooth thermo- plastic 3. Wet Locations: Provide Taymac or Carlon Nema 3R, impact resistant polycarbonate enclosure. Enclosure shall be suitable for wet locations when in use. 16050-7 376 Unless noted to the contrary on plans, or directed otherwise during the progress of the Work,wiring devices shall be set as follows: 1. Switches 42 inches above finished floor. 2. Duplex and single receptacles 15 inches above finish floor except where located above counters or interferes with shelving or as required by local codes. 2.06 GROUNDING: Provide electrical service, equipment and wiring device grounding as shown, scheduled and as specified. The types of grounding include, but are not limited to, the grounding bonding of all equipment devices, building steel piping, and as required by the National Electrical Code, Local Inspection Department and Power Company. A grounding conductor is required for all feeders and circuits. Provide grounding products manufactured by Copperweld and Cadweld. Ground rods shall be 3/4" diameter by 10 feet long construction with copper jacket and a steel core. Ground clamps shall be copper except for steel or iron pipes in which the clamps shall be galvanized iron. Conductors shall be connected by means of an approved pressure connector or clamp. Perform a ground resistance test using a biddle megger. The system resistance shall not exceed 5 OHMS. Provide additional electrodes as required(refer to 250-84 of the NEC). Test shall not be conducted following wet weather. Provide personnel and instruments to conduct these tests for review. A. BUILDING STEEL AND PIPING SYS I'BM: Install a bonding jumper between building steel and metallic piping systems to bond them to the electrical grounding system. B. NEUTRAL: The neutral shall be grounded only at the service entrance and other separately derived systems. The neutral shall be kept separate from the grounding system and shall not be used as a ground. C. GROUNDING CONDUCTOR: A grounding conductor and metallic conduit system shall bond all equipment served by the electrical system. Provide a flexible bonding jumper.for isolated metallic piping and ductwork and around expansion fittings and joints. D. CONDUIT GROUND BUSHING: Conduit terminating in equipment that has a ground bus such as switchboards, panelboards, etc., shall have grounding bushings installed. Ground each conduit by means of a grounding bushing and to the ground bus in the equipment. E. MOTORS: The frame of all motors shall be grounded. F. SPECIAL GROUNDING: Provide a #6 AWG copper grounding conductor for each telephone board, television system, etc. Terminate the grounding 16050-8 377 conductor on ground bus and to the building electrical grounding system. Refer to 800-40(d) and 820-40(d) of the NEC. G. REMOTE PANELBOARDS: Provide a grounding electrode conductor all remote panels as required by the NEC. . H. LIGHTING FIXTURES: All light fixtures shall be grounded flexible fixture whips longer than six feet is not considered to be grounded. I. RECEPTACLES: All receptacles shall be grounded. Receptacles shall use an approved grounding yoke. 2.07 PANELBOARDS: Furnish and install lighting and appliance panelboards as indicated in the panelboard schedule and as shown on the plans. Panelboards shall be equipped with thermal- magnetic, molded case circuit breakers of frame and trip ratings as shown on the schedule. Acceptable manufactures are General Electric Company, Square D Company or Siemens. Panelboard bus structure and main lugs or main breaker shall have current ratings as shown on the panelboard schedule. Such ratings shall be established by heat rise tests with maximum hot spot temperature on any connector or bus bar not to exceed 50° C. rise above 40°C ambient. Heat rise test shall be conducted in accordance with Underwriters Laboratories Standard UL 67. The use of conductor dimensions will not be accepted in lieu of actual heat tests. All current carrying parts of the bus shall be tin plated copper. Bus structure shall be insulated. Bus bar connections to the branch circuit breakers shall be distributed phase or phase sequence type and shall accept bolt-on circuit breakers for lighting and appliance panelboards. Provide a bare uninsulated and/or insulated ground bus and full or double size neutral bus as required and indicated in each panelboard schedule. Each panelboard shall have an engraved bakelite nameplate. Nameplates shall be white with black letters and show panel designation. Nameplates shall be attached with stainless steel screws. Place a neat, carefully typewritten directory card identifying the load served by each branch circuit in the frame on the panel door, under a clear plastic cover. Spares and spaces shall be written with erasable pencil for future use. A. Circuit Breakers 240 Volt Lighting and Appliance Panelboard: All main circuit breakers shall be vertically mounted and shall not be installed in branch breaker spaces. Circuit breakers shall be bolt-on thermal- magnetic, molded case circuit breakers. Breakers shall be 1, 2, or 3 pole with an integral crossbar to assure simultaneous opening of all poles in multiple circuit breakers. Breakers shall have an over-center, tri-free, toggle-type 16050-9 378 operating machinist with quick-make, quick-break action and positive handle indication. Handles shall have"ON", "OFF" and"TRIPPED"positions. Circuit breakers shall be UL listed in accordance with UL standard 489 and shall be rated 240 volts ac maximum with continuous current rating as noted on the plans. The lugs for terminating conductors shall be rated at 75°C. Single pole 15 and 20 ampere circuit breakers shall be UL listed as "Switching Breakers" at 120V ac and carry the SWD marking. UL Class A ground fault circuit protection shall be provided on all receptacle circuits serving wet areas and on all 120V ac branch circuits as specified on the plans or panelboard schedule. This projecting shall be an integral part of the branch circuit protection for branch circuit wiring. Tripping of a branch circuit breaker containing ground fault circuit interruption shall not disturb the feeder circuit to the panelboard. A single pole circuit breaker with integral ground fault circuit interruption shall require no more panelboard branch circuit space than a conventional circuit breaker. Circuit breakers shall be rated 10,000 AIC at 240V unless otherwise noted on plans. B. Cabinets and Fronts The panelboard bus assembly shall be enclosed in a steel cabinet with multiple knockouts. The rigidity and gauge of steel is to be as specified in UL Standard 50 for cabinets. Wiring gutter space shall be in accordance with UL Standard 67 for panelboards. The box shall be fabricated from galvanized steel or equivalent rust resistant steel. Each font shall include a door and have a flush, cylinder tumbler-type lock with catch and spring- loaded stainless steel door pull. All panelboard lock shall be keyed alike. Fronts shall have adjustable indicating trim clamps, which shall be completely concealed when the doors are closed. Doors shall be mounted with completely concealed steel hinges. 600A panelboard front shall have exposed trim clamps. A circuit directory frame and card with a clear plastic covering shall be provided on the inside of the door. Where required by local code,provide Nema 3R enclosure where installed in a sprinklered area. C. Safety Barrier The distribution panelboard interior assembly shall be dead front with panelboard front removed. Main lugs or main breakers shall have barriers on five sides. The barrier in front of the main lugs shall be hinged to a fixed part of the interior. The end of the bus structure opposite the mains shall have barriers. D. Integrated Equipment Short Circuit Rating Each panelboard, as a complete unit, shall have a short circuit current rating equal to or greater than the integrated equipment rating shown on the panelboard schedule or on the plans. This rating shall be established by testing with the over-current devices mounted in the panelboard. The short 16050-10 379 circuit tests on the over-current devices and on the panelboard structure shall be made simultaneously by connecting the fault to each over-current device with the panelboard connected to its rated voltage source. Method of testing shall be per Underwriters Laboratories Standard UL 67. The source shall be capable of supplying the specified panelboard short circuit current or greater. Testing of panelboard over-current devices for short circuit rating only while individually mounted is not acceptable. Also, testing of the bus structure alone is not acceptable. Panelboards shall be marked with their maximum short circuit current rating at the supply voltage and shall be UL listed. 2.08 CURRENT-LIMITING FUSES: Provide 200,000 amp interrupting capacity current limiting fuses of the ampacity and voltage indicated and scheduled. Upon completion of the building the contractor shall provide the owner with spare fuses as shown below. A. 10% (minimum of 3) of each type and rating of installed fuses shall be supplied as spares B. BUSSMAN spare fuse cabinets- Catalog No. SFC- shall be provided to store the above spares. ' Mains,Feeders and Brach Circuits 1. Circuits 0 to 600 amperes shall be protected by current limiting BUSSMAN LOW-PEAK Dual Element Fuses, LPJ. All duel-element fuses shall have separate overload and short-circuit elements. Fuse shall incorporate a spring activated thermal overload element having a 284 degree Fahrenheit melting point alloy and shall be independent of the short-circuited clearing chamber. The fuse must old 500% of rated current for a minimum of 10 seconds and listed by Underwriters' Laboratories Inc., with an interrupting rating of 200,000 amperes r.m.s. symmetrical. The fuses shall be UL Class J. 2.09 SAFETY AND DISCONNECT SWITCH: A. Products shall be designed, manufactured, tested and installed in compliance with applicable standards. 1. NEMA KS1-Enclosed switches 2. Federal specification W-S-865C-Heavy duty switches Products shall conform all applicable UL standards, including UL98 (standard for safety, enclosed and dead front switches) and shall be UL-labeled. Acceptable manufacturers are: General Electric Company, Square D Company, or Siemens. 16050-11 380 Furnish and install heavy-duty type safety switches with the number of switched poles as indicated on the plans and specifications. All safety switches shall be NEMA Heavy Duty Type HD, and Underwriters Laboratories listed. B. Switch Interior All switches shall have switchblades, which are fully visible in the "OFF" position when the door is open. Switches shall have removable arc suppressor where necessary, to permit easy access to line side lugs. Lugs shall be front removable and UL listed for 60°C and 75°C copper aluminum cables. All switches blades and contacts shall be plated copper. C. Switch Mechanism Switches shall have a quick-make and quick-break operating handle and mechanism, which shall be an integral part of the box, not the cover. Padlocking provisions shall be provided for locking in the "OFF"position with at least three padlocks. Switches shall have the dual cover interlock to prevent unauthorized opening of the switch door when the handle is in the "ON" position, and to prevent closing of the switch mechanism with the door open. A means shall be provided to permit authorized personnel to release the interlock for inspection purposes. Handle position shall indicate if switch is "ON'or"OFF". D. Neutral Provide a solid neutral with the safety switch where a neutral is present in the circuit. E. Ratings Switches shall be horsepower rated for ac and/or do as indicated by the plans. The fused switches shall have Class R rejection fuse clips when required. Adjust load side terminal block as required to accept Class J fuses. UL listed short circuit ratings of the switches, when equipped with Class R or Class J, fuses shall be 200,000 symmetrical amperes. F. Enclosures 1. Indoor switches shall be furnished in NEMA 1 enclosures 2. Outdoor switches, switches located in wet areas, or inside a sprinkled area shall be furnished in NEMA 3R enclosures. G. Service Entrance Switch shall be suitable for use as service entrance equipment when installed in accordance with the National Electrical Code. H. Hubs:Provide bolt-on hubs for rainproof or wet area applications. 2.10 LIGHTING FIXUTRES: All fixtures shall conform to all applicable UL standards and shall be UL label including damp and wet location ratings. 16050-12 381 All fluorescent ballasts shall comply with certified ballast manufacture (CBM) standard and CBM labeled. Acceptable manufacturers for ballasts are Advance Transformer Company for Magnetek Universal Manufacturing. Acceptable manufacturers for lamps are General Electric Company, Osram-Sylvania or North American Philips. General Electric "Constant Color" is the only MR-16 lamp acceptable. Provide the size, type and rating of each light fixture shown and scheduled. All light fixtures shall be complete with reflectors, lens, trim rings, flanges, lamps, lamp holders, ballast, starters, fuses wiring, earthquake clips, etc. to provide a complete functioning light fixture. A. Lighting Fixture Types: 1. Fluorescent Fixtures a. Fixture ballast and lamp holders shall be pre-wired and installed. Fixture shall be equipped with a top access plate with knockouts for conduit entry. Fixture shall also include knockouts at each end plate for conduit entry. b. Provide battery packs for emergency operation when specified 2. Incandescent Fixtures a. Fixtures shall be pre-wired equipped with frame in kit and an integral thermal protection required by UL for recessed fixtures. b. Provide appropriate trim rings for recessed mounted fixtures compatible with the ceiling in which the fixture is installed. c. All lamps shall be inside frosted unless otherwise noted or scheduled. 3. High Intensity Discharge Fixtures(BID) a. Fixtures shall be pre-wired with frame-in kit and integral thermal protection required by UL for recessed fixtures. Ballast shall be encased and potted and mounted on the frame-in kit. b. Provide remote ballast mounted on a separate mounted plate where indicated or scheduled. Ballasts shall include a splice box. c. Provide a heat resistant glass shield below the lamp to contain lamp glass envelope and ARC tube to prevent them from falling to the floor and causing damage to life and property. Lamps rated for open bottom fixtures may be used in lieu of the glass shield if approved by the engineer. d. Provide a fuse and fuse holder installed on the line side of each ballast to prevent branch circuit from tripping due to faulty ballast. The fuse and fuse holder shall be mounted in a junction box for recessed fixtures and in the base of all poles. The fuse holder shall be waterproof when installed in damp or 16050-13 382 wet locations. Fuse size and type shall be as recommended by ballast manufacturer. B. Ballasts- Coordinate with Light Fixture Schedule 1. Fluorescent a. Electronic ballast shall be high power factor (90%minimum), operate lamp at 20 KHZ, less than 20% total harmonic content, full light output, crest factor less than 1.6%, panel lamp configuration, multi-lamp, class "P" thermally protected, sound "A" rating, encased and potted and 50° F minimum starting temperature. Provide 5 year warranty parts and labor. Ballast shall be Advanced Mark V or Magnetek HP Series. b. Magnetic ballast shall be energy saving, high power factor, rapid start, class P thermally protected, encased and potted, sound "A" rating, and a 60° F temperature rating. Ballast shall be CBM certified by an En and UL approved. Ballast shall be Advanced Mark III or equal by Magnetek Universal. c. All outdoor ballast unless otherwise noted shall be high power factor, rapid start,class P thermally protected, encased and potted, sound rating B and a 0° F temperature rating. Ballast shall be CBM certified by an ETL and UL approved. ( d. Provide suitable dimming ballast where indicated. • e. Compact fluorescent ballast shall be high power factor, sound rating "A" and UL approved. 2. HID a. Provide high power factor, constant wattage auto-transformer with a -20° F temperature rating. Ballast shall have a sound rating of "B" for lamps less than 400 watts. Ballast for recessed down lights or located remotely shall be encased and potted and shall be provided with a splice box. Provide 120 volt tap for auxiliary lamp when specified. C. Lamps- Coordinate with tight Fixture Schedule 1. F032T8 fluorescent lamps shall be 32 watt energy saving and 4100 degree K. 2. F40T12 fluorescent lamps shall be 34 watt energy saving and cool white. 3. All exterior F40T12 fluorescent lamps used with 0 degree ballast shall be 40 watt. 4. All incandescent lamps shall be inside frosted, extended life rated for 2500 hours unless otherwise noted. 130 volt lamps may be used to provide extended life. D. Coordination 1. The contractor shall verify the type of fixtures with the ceiling types as indicated on the drawings. Any discrepancies shall immediately be brought to the architect's attention before the contractor places his order and accepts delivery. 16050-14 383 Fixtures shall fit exact in the type of ceiling scheduled. Provide plaster frames, trim rings and other accessories required for a correct fit. 2. Provide supports attached to structural member to support fixtures when the ceiling system cannot maintain support. Provide separate supports for all recessed ceiling mounted HID fixtures. 3. Refer to architectural reflected ceiling plan for the exact location of all light fixtures. Notify the architect for any discrepancies or conflicts with structural architectural,mechanical piping or ductwork before installation. E. Mounting 1. Pendent or surface mounted fixture shall be provided with required mounting devices and accessories, including hickeys and stud-extensions, ball-aligners, canopies and stems. Locations of fixtures in mechanical areas shall be coordinated with mechanical contractor. Mounting stems of pendant fixtures shall be of the correct length to uniformly maintain the fixture heights shown on the drawings or established in the field. The allowable variation tolerance in mounting individual fixtures shall not exceed 1/4 inch and shall not vary more than 1/2 inch from the floor mounting height shown on the Drawings. Fixtures hung in continuous runs shall be installed absolutely level and in line with each other. Hanging devices shall comply with Code requirements. Fixtures shall employ single-not twin- stem hangers unless otherwise noted. 2. All structure mounted fixtures (i.e. bracket mounted, pipe mounted and surface mounted) shall be provided with cables of suitable size and weight to support the weight of the fixture. Cables shall be fastened around or fastenedtothe housing of the fixture. On pendant fixtures, one safety cable of suitable size and weight to support the weight of the fixture assembly shall connect the top of the pendant to the supporting structure by means of welding or bolting, and one safety cable shall connect the housing of the fixture to the bottom of the pendant. Where more than one pendant per fixture occurs, only one pendant must be cabled. Track fixtures for pendant mounted track shall also be supplied with clip-on safety cables of suitable size and weight to support the weight of the fixture. F. Electrical Connection 1. All light fixtures installed in an accessible suspended ceiling shall be connected from a branch circuit junction box using %2" flexible metal conduit fixture pigtails not exceeding 6'-0". All fixtures must be grounded by using a grounding conductor or the conduit system. Fixture to fixture wiring of fixtures installed in an accessible ceiling is not permitted. G. Final Inspection 1. Remove all plastic and protective coating from all fixtures. Fixtures shall be thoroughly cleaned. Replace any damaged fixture or fixture parts including reflectors, louvers, lens, and metal parts that show signs of corrosion. 16050-15 384 n 2. All final incandescent lamps used during construction shall be replaced with new lamps. Replace all other defective ballast, lamps or discolored lamps, showing signs of excessive usage. 3. Demonstrate proper operation of all fixtures and controls. 2.11 ELECTRICAL SERVICE ENTRANCE: A. POWER SOURCE: Refer to Plans B. SOURCE VOLTAGE:Refer to Plans C. Field coordinate exact requirements and include in bid. 2.12 MISCELLANEOUS ELECTRICAL CONTROLS AND WIRING: A. The types of miscellaneous control devices and wiring include but not limited to the following: 1. Contractors 2. Photocells B. CONTACTORS AND RELAYS: Provide contactors and relays with the number of poles, ampere-rating, control wiring as required, is shown and specified for a complete function system. Acceptable manufacturers are General Electric Company, Square D Company, and Automatic Switch Company. Provide 2-wire or 3-wire control modules as required to operate lighting contactors. C. Photocells provide a specification grade self-contained, weatherproof, photoelectric control that shall be mounted on an FS type weatherproof junction box. The photocell shall: 1. Switch"ON" at dusk and"OFF" at dawn. 2. Adjustable from 2 to 50 foot candles. 3. Rated at 2000 watts. 4. Use 1"diameter cadmium sulfide cell. 5. Have a 2 minute delay to prevent false switching. Acceptable manufacturers are Tork,Inc.,Intermatic time Controls, and AMF Paragon. Install photocells on the roof unless otherwise directed by Architect. Coordinate any roof penetrations with all other trades and shield from other light sources. END OF SECTION 16050 16050-16 385 R20'18-224 {r Project Manual Book 2 of 2 for: HUGHES RANCH ROAD FROM SMITH RANCH RD TO CULLEN BLVD VOLUME 2 OF 2 a oa00%4.ougn Pt .:0—*c 7...• * •..s.p e 0 ' :' le "' MATTHEW.BRANNEN er°. 90868 . •�p O�Pp�c• <.CENSF�.•(ti�� 1 PEARLAND F '•• .. a . 0 0'311S/0.1\M._ F..44 8/06/2018 i .f i u u o mao.,,� I E. X A S "i 4.,s.' ' , ?Ur r. 1 s BRAZORIA COUNTY COP Project No.:TR1201 Bid No: 0418-33 TxDOT Project No.: STP 1802 (03 1)MM TxDOT CSJ: 0912-31-311 BGE, Inc. Project No.: 3286-00 August 2018 Prepared By: BGE, INC. __ 10777 Westheimer, Suite 400 Houston, TX 77042 Tel: 281-558-8700 • www.beginc.com TBPE Registration No.F-1046 GEOTECHNICAL ENGINEERING REPORT IMPROVEMENTS TO COUNTY ROAD 403 FROM COUNTY ROAD 94 TO F.M. 865 PEARLAND, TEXAS PROJECT NO. 92065856 February 23, 2007 Prepared for: BROWN &GAY ENGINEERS, INC. HOUSTON, TEXAS Prepared by: lrerracon Houston, Texas 386 February 23, 2007 irrraco: Consulting Engineers&Scientists 11555 Clay Road,Suite 100 Mr. Mathew Brannen, P.E. Houston,Texas 77043 Brown & Gay Engineers, Inc. Phone 713.690.8989 11490 Westheimer, Suite 700 Fax 713.690.8787 www.terracon.com Houston,Texas 77077 Re: Geotechnical Engineering Study Improvements to County Road 403 From.County Road 94 to F.M. 865 Peariand, Texas Terracon Project No. 92065856 Dear Mr. Brannen: Terracon Consultants,Inc.(Terracon)is pleased to submit our Geotechnical Engineering Report for the proposed improvements to County Road 403 in Pearland,Texas.We trust that this report is responsive to your project needs.Please contact us if you have any questions or if we can be of further assistance. We appreciate the opportunity to work with you on this project and look forward to providing additional geotechnical engineering and construction materials testing services in the future. Sincerely, 1r ac®n reteit vq`t rtt4[90 1454/ 4 ,,,, ,,.. Sheetal Varma, E.I.T. *t� Geotechnical Engineer *� �*J PATRICK:1'e" .BEECHER i jItel 90658 4„f • ‘tOa ivAl.ti�c Patrick M. Be h-=, P. E. �� • Senior Project Manager Copies Submitted: (4)Bound &(1)Electronic • Delivering Success for Clients and Employees Since 1965 More Than 80 Offices Nationwide 387 Improvements to County Road 403 � ��®� Terracon Project No.92065856 February 23,2007 TABLE OF CONTENTS INTRODUCTION 1 PROJECT DESCRIPTION 1 SITE EXPLORATION PROCEDURES 2 Field Exploration 2 Laboratory Testing 2 Sample Disposal 3 SUBSURFACE CONDITIONS 3 Area Geology 3 Soil Conditions 3 CBR Test Results 4 Groundwater Conditions 4 ENGINEERING RECOMMENDATIONS 5 • Geotechnical Considerations 5 Groundwater Control 6 Utility Excavations 7 Uplift Pressures 8 Lateral Earth Pressures 9 Utility Bedding ' 9 Utility Backfill 9 Pavement Design 10 Preventive Maintenance 13 Detention Pond 13 Excavation and Slopes 13 Erosion 14 Use of Excavated Soils 14 GENERAL COMMENTS 14 APPENDIX Vicinity Plan Figure 1 Plan of Borings Figures 2A through 2C Logs of Borings Figures 3 through 25 General Notes Figure 26 • 388 % GEOTECHNICAL ENGINEERING REPORT IMPROVEMENTS TO COUNTY ROAD 403 FROM COUNTY ROAD 94 TO F.M.865 PEARLAND,TEXAS _ PROJECT NO. 92065856 February 23,2007 INTRODUCTION • This Geotechnical Engineering Report presents the results of our geotechnical study for the proposed improvements to County Road(CR)403 from CR 94 to FM 865 in Pearland,Texas. This project was authorized by issuance of Brown & Gay Engineers, Inc "Subcontract for Consultant Services" on December 7, 2006. The project scope was carried out in general accordance with Terracon Document No. P92-1429G-06 dated December 1,2006. The purpose of this geotechnical engineering report is to describe the subsurface conditions observed at the 23 borings drilled for this study,analyze and evaluate the test data,and provide recommendations with respect to: • Site and subgrade preparation; • Groundwater control; • Utility excavations; • Pavement design guidelines; and • Detention pond considerations. PROJECT DESCRIPTION • • This project involves proposed improvements to CR 403 from CR 94 to F.M. 865 in Pearland, Texas,for a total linear footage of about 10,600-feet.A Vicinity Plan is shown on Figure 1 of the Appendix. Improvements will include widening of the existing two-lane asphaltic concrete road with roadside ditches to a four-lane concrete boulevard section with a raised median,sidewalks, and a curb and gutter drainage system with storm water detention areas. We understand the maximum depth of the storm sewers will be on the order of 10 feet.We also understand that a proposed detention pond in the area of station 75+00 to 80+00 is planned to be approximately 3 feet below existing grade. 1 • 389 • Improvements to County Road 403 lr�re��c®� Terracon Project No.92065856 February 23,2007 SITE EXPLORATION PROCEDURES Field Exploration Subsurface conditions were evaluated by drilling a total of 22 test borings to depths of about 15 feet along the proposed roadway section and one boring to depth of approximately 15 feet within the proposed detention pond area. The borings were drilled using standard truck-mounted drilling equipment at the approximate locations shown on the Plan of Borings, Figures 2A through 2C of the Appendix.The borings were located by measuring from existing site features shown on the drawing provided to us without the use of surveying equipment.The boring depths were measured from existing ground surface at the time of our field activities.At the completion of our field program,the borings were backfilled with soil cuttings and/or patched with asphalt. The Logs of Borings, presenting the subsurface soil descriptions, type of sampling used, and • additional field data, are presented on Figures 3 through.25 of the Appendix. The General Notes,which defines the terms used on the logs, is presented on Figure 26 of the Appendix. Continuous flight augers were used to auger through the existing pavements.The thicknesses of asphaltic concrete and base material were measured at each boring location. Cohesive soil samples were generally recovered using thin-walled,open-tube samplers(Shelby tubes). Pocket penetrometer tests were performed on samples of cohesive soils in the field to serve as a general measure of consistency. Granular soils and soils for which good quality thin-walled tube samples could not be recovered were sampled by means of the Standard Penetration Test (SPT). This test consists of measuring the number of blows(N)required fora 140-pound hammer free falling 30 inches to drive a standard split-spoon sampler 12 inches into the subsurface material after being seated 6 inches. Samples were removed from samplers in the field,visually classified,and appropriately sealed in sample containers to preserve their in-situ moisture contents. Samples were returned to our laboratory in Houston,Texas. Laboratory Testing Samples obtained during the field program were visually classified in the laboratory by a geotechnical engineer and/or a senior technician.A testing program was conducted on selected samples, as directed by the geotechnical engineer, to aid in classification and evaluation of engineering properties required for analyses. Results of the laboratory tests are presented on the Logs of Borings, located in the Appendix. 2 390 Improvements to County Road 403 • Terracon Project No.92065856 1ierre®n February 23,2007 Sample Disposal Samples not tested in the laboratory will be stored for a period of 60 days subsequent to submittal of this report and will be discarded after this period, unless we are notified otherwise. SUBSURFACE CONDITIONS Area Geology • The site for the proposed construction is located on the Beaumont formation, a deltaic nonmarine Pleistocene deposit. The Beaumont formation is heterogeneous containing thick interbedded layers of clay, fine sand and silt. The clay fraction is primarily composed of montmorillonite, illite, kaolinite, and finely ground quartz.The clay present in the formation has been preconsolidated by a process of desiccation. Numerous wetting and drying cycles have produced a network of small randomly oriented, closely-spaced joints within some depth zones. These small joints frequently have a shiny appearance and the clays are called slickensided in these cases.The joint pattern may have an (r influence on.the construction and engineering behavior of the soil. • The coastal plain in this region has a complex tectonic geology,several major features of which are: Gulf Coastal geosyncline, salt domes, and major sea level fluctuations during the glacial stages, subsidence and faulting activities. Most of these faulting activities have ceased for millions of years, but some are still active. A fault investigation and study of the site geology were beyond the scope of this study. Soil Conditions The results of the laboratory testing and particular subsurface stratigraphy determined from our field and laboratory programs are shown in detail on the Logs of Borings in Appendix A. Approximately one foot of clayey fill soils was observed at all boring locations immediately below the exiting pavement section(consisting of asphaltic concrete and base material).The native subsurface soils varied from sandy lean clay,fat clay,and silty sand to the termination depth of the borings(about 15 feet). As mentioned above,the existing pavement section consisted of approximately 3 to 8 inches of asphaltic concrete on about 3 to 11 inches of base material. The clayey fill soils exhibited a low to high plasticity based on plasticity indices ranging from 7 to 31 percent. In-situ moisture contents for these soils were recorded to range from 16 to 25 percent,which varied from 4 percent dry to 5 percent wet of the corresponding plastic limits. 3 391 Improvements to County Road 403 �� , �®� Terracon Project No.92065856 February 23,2007 Undrained shear strengths from unconfined compressive strengths were measured to range from approximately 1,300 to 1,900 pounds per square foot(psf).Percentages of fines(percent passing the No."200 sieve)varied from 84 to 94 percent. Native sandy lean clay and lean clay soils exhibited a low to high plasticity based on plasticity indices ranging from 10 to 31 percent.In-situ moisture contents for these soils were recorded to range from 17 to 22 percent,which were 5 to.6 percent wet of the corresponding plastic limits. Undrained shear strengths from unconfined compressive strengths were measured to varyfrom approximately 400 to 4,600 psf. Percentages of fines(percent passing the No.200 sieve)varied from 61 to 84 percent. • Fat clay soils exhibited a medium to high plasticity.based on plasticity indices ranging from 29 to • 51 percent.In-situ moisture contents for these soils ranged from 32 to 37 percent,which varied from 9 to 11 percent wet of the corresponding plastic limits. Undrained shear strengths from unconfined compressive strengths were measured to range from approximately 500 to 2,500 psf. Percentages of fines were measured to range from 81 to 90 percent. Silty sand soils are considered loose to medium dense based on a Standard Penetration Test N- values ranging from 6 to 18 blows per foot.Measured percentages of fines ranged from 20 to 46 percent. CBR Test Results As indicated in the previous subsection, the near-surface subgrade soils in the subject road alignment generally consisted of clayey soils.A sample of these soils was obtained for the purpose of performing laboratory moisture-density relationship and California Bearing Ratio(CBR)tests. Bulk sample of the clayey soils exhibited a measured plasticity index of about 52 percent and a measured percentage of fines of about 64 percent. A Standard Effort moisture-density relationship was conducted for the clayey subgrade.These soils exhibited a maximum dry density of about 105 pounds per cubic foot(pcf)at an optimum moisture content of approximately 16.5 percent.A CBR test was performed on the compacted subgrade soils.The CBR value was measured to be approximately 2.5 percent. Groundwater Conditions The borings were advanced using dry drilling techniques to a termination depth of about 15 feet in an effort to evaluate groundwater conditions at the time of the field investigation.A summary of the groundwater levels are tabulated below. 4 392 --- Improvements to County Road 403 � ��,,��®� Terracon Project No.92065856 February 23,2007 Boring No. Approximate Depth to Groundwater, feet During Drilling After 5-minutes After 10-minutes After 15-minutes B-1 10 6.5 5.5 5 B-2 12 11 10.5 10.5 B-3 12 6 5 4.5 B-4 11 4.5 3.5 3.5 B-5 11 4.5 4 3.5 B-6 12 5 4.5 4.5 B-7 8 4 3 2.5 B-8 13 6.5 5.5 5 B-9 Not Observed Not Observed Not Observed Not Observed B-10 Not Observed Not Observed Not Observed Not Observed B-11 Not Observed Not Observed Not Observed Not Observed B-12 12 6 5.5 5 B-13 13 6 5.5 5 B-14 12 6.5 6 5.5 B-15 11 4.5 4 3.5 B-16 12 6 5.5 5 B-17 12 7.5 7 6.5 8-18 13 7.5 6.5 Not Observed B-19 12 7.5 7 6.5 , 1 B-20 Not Observed Not Observed Not Observed Not Observed °�.__, B-21 Not Observed Not Observed Not Observed Not Observed B-22 Not Observed Not Observed Not Observed Not Observed B-23 Not Observed Not Observed Not Observed Not Observed These groundwater measurements are considered short-term,since the borings are open for a short time period. On a long-term basis,the groundwater may be present at shallower depths. Additionally, groundwater will fluctuate seasonally with climatic changes and should be evaluated just prior to construction. ENGINEERING RECOMMENDATIONS The following recommendations are based upon the data obtained in our field and laboratory programs, project information provided to us,and on our experience with similar subsurface and site conditions. Geotechnical Considerations As previously discussed,clayey fill was observed at the borings drilled for this study to depths of • about 2 feet below the existing pavement.Support of pavements on or above existing fill soils is discussed in this report.However,even if recommendations discussed herein are implemented, there is an inherent risk for the owner that compressible fill or unsuitable material within or 5 393 Improvements to County Road 403 Terracon Terracon Project No.92065856 • February 23,2007 buried by the fill will not be discovered.This risk of unforeseen conditions cannot be eliminated without completely removing the existing fill. Groundwater Control As noted on the boring logs and presented in the"Groundwater Conditions" section of this report, groundwater was initially observed at depths ranging from about 8 to 13 feet during drilling and approximately 2.5 to 10.5 feet after a 15-minute monitoring period. Based on these measurements and our experience with similar subsurface conditions in the area,we anticipate that excavations extending to depths of about 10 to 12 feet in clayey soils should,experience minor groundwater seepage.The minor groundwater seepage may be controlled using sumps and pumps. Excavations extending into the underlying silty sands as observed at borings B-1 through B-8, and B-12 through B-19, as shallow as about 8 feet below existing grade, may require advance dewatering. Groundwater is typically controlled by the installation of vacuum welipoints. Vacuum well points are generally less effective below a depth of about 15 feet beneath the top of the well point. The suggested methods given above serve as a guideline for groundwater control; other appropriate means may be required for groundwater control during construction. Control of groundwater should be accomplished in a manner that will preserve the strength of the soils,will not cause instability of the excavation, and will not result in damage to existing structures. Where necessary to this purpose, the water should be lowered in advance of excavation by welipoints,deep wells,eductors,or similar methods.Open pumping should not be permitted if it results in boils, loss of fines, softening of the siibgrade, or excavation instability. Welipoints, deep wells and eductors should be installed with suitable screen and filter so that pumping of fines does not occur. The well system should be in operation for at least several days prior to excavating to the design depth.We recommend that the groundwater head be lowered at least 3 feet below the bottom of the excavation to provide a working area with increased stability. It is also important that the dewatering continue until the construction has been completed and that the dewatering system be turned off in stages to allow groundwater to recover to its original level gradually, over a period of about 3 to 5 days. Dewatering of loose or medium dense sands might cause subsidence or compression of adjacent soils and adjacent structures, in spite of safeguards and methodology selected and used. For this reason, the dewatering operations.must.be performed and provided with great care to ensure caution and control of the potential subsidence resulting from the dewatering operations. 6 • 394 Improvements to County Road 403 �r��,��®� Terracon Project No.92065856 February 23,2007 To further evaluate the groundwater at the time of construction,piezometers can be set just prior to construction. As an alternative, test pits may be excavated to the planned trench depth. Based on the results, the contractor should determine positive methods of groundwater management prior to starting excavation operations. Utility Excavations For this project,either excavated side slopes or vertical cut excavations are feasible. For vertical cut excavations greater than 5 feet in depth,the excavations will require the use of a trench box or shoring and bracing to prevent sloughing and caving of the soil into the excavation.The contractor should use a trench box or shoring and bracing as necessary to maintain a safe and clean excavation which meets Occupational Safety and Health Administration(OSHA)requirements. Bracing for vertical excavation walls should be designed to resist a uniform lateral earth pressure of at least 36H in psf,where H is the depth of the excavation in feet.Additional lateral pressure, due to surcharge loads along the trench,should be considered by adding a lateral pressure of 50 percent of the surcharge pressure. In lieu of shoring,bracing,or trench boxes for excavations greater than 5 feet,OSHA standards provide recommendations for the design of temporary sloped excavations with a depth less than 20 feet. The OSHA standards provide maximum allowable slopes contingent on three designated soil types: Type A, Type B, or Type C. According to OSHA standards, temporary sloped excavations should be no steeper than 0.75-horizontal on 1-vertical(0.75H:1V)for Type A soils, 1 H:1 V for Type B soils, and 1.5H:1 V for Type C soils. The surface slopes should be protected from deterioration and weathering if they are left open for significant periods of time. Based on the results of our field and laboratory investigations, and according to OSHA standards for excavations,the sandy lean clay,fat clay and lean clay soils above groundwater at this site may be classified as Type B soils. The silty sands as well as all soils below the groundwater level should be classified as Type C soils.According to OSHA standards,any soils from which water is freely seeping should be classified as Type C. Excavations must be performed and evaluated under the supervision of the contractor's designated Competent Person.The Competent Person,as defined by the OSHA Standard,29 CFR Part 1926.650 to.652,Subpart P-Excavations,must evaluate the excavations at the time of construction activity to safeguard workers. The excavations should be monitored to detect any variation in soil condition from thatfound in our borings. Any changes noted in the soil stratigraphy should be brought to the attention of the competent person so that the conditions may be assessed and changes to the planned temporary sloped excavations made,as necessary. 7 395 • Improvements to County Road 403 Terracon Project No.92065856 errac'i n February 23,2007 Excavations should be performed with equipment capable of providing a clean bearing area. Excavating equipment should not disturb the soil beneath the design excavation bottom and should not leave loose soil in the excavation. The bearing surface should be protected against disturbance and deterioration by completing • the utility installation and backfilling operations as quickly as possible.The excavation bottom should be properly sloped to allow water infiltrating into the excavation to be collected at a convenient location along the edge of the excavation. Water should not be allowed to accumulate within the bearing area. • Prior to any filling operations,samples of the proposed borrow materials should be obtained for laboratory moisture-density testing.The tests will provide a basis for evaluation of fill compaction by in-place density testing.A qualified soil technician should perform sufficient in-place density tests during the filling operations to verify that proper levels of compaction are being attained. Uplift Pressures • Uplift forces on buried structures will be caused by a difference in water level in the soil adjacent to the structures and inside the structure.If the backfill around any buried structure is a sandy or silty material,it is probable that the backfill will become saturated during periods of heavy rainfall and the effective static water level will be at the surface.The uplift pressures will be resisted by adhesion or skin friction of the soil to the wall and by the dead weight of the structure. The value of skin friction for a clayey fill compacted to at least 95 percent of the maximum dry density as determined by Standard Effort(ASTM D 698)may be considered to be about 300 psf. It is recommended that the upper 4 feet of skin friction be neglected for a clayey backfill due to potential soil shrinkage away from the structure.Sand backfill,compacted to 70 percent of the maximum relative density(ASTM D 4253 and 4254),may be considered to have a value for skin friction of zero at the surface varying linearly to 120 psf at a depth of 15 feet below grade.The above values include a factor of safety of about 2 against ultimate soil failure. An alternate design method would be to place a heel extending out from the utility foundation into the backfill and rely on the weight of the soil above the heel on a 2-vertical to 1-horizontal slope to resist the uplift forces. The unit weight of soil above and below the water table for a properly compacted backfill will be 120 and 60 pounds per cubic foot(pcf), respectively. The preparation of the upper three feet of soil above the heel is critical to reduce the possibility of an upward bearing failure. The entire thickness of fill should be compacted to the above recommended values. If the underground structures are installed by excavating from the inside and allowing the structure • to sink under its own weight,the soil contact may be very low immediately after construction due to the annulus created during construction. In this case, the uplift pressure must be resisted by 8 396 Improvements to County Road 403 Terracon Project No.92065856 ` rerrecon February23,2007 structural dead weight or by restoring the contact between the soil and the structure.If the annulus is open,grouting would be one means to restore skin frictional resistance.If the annulus is grouted, a skin frictional resistance of 150 psf may be used. Lateral Earth Pressures Backfill around embedded structures will impose active to at-rest earth pressures against the embedded walls. Design lateral earth pressures for backfill are estimated to be equivalent to a fluid pressure of 90 pcf for clean sand backfill and 105 pcf for in-situ native clayey backfill.These pressures include hydrostatic pressures but do not include surcharge forces imposed by construction or vehicular loading.The lateral pressure produced by surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full • depth of the buried structure.A 2-foot compacted clay seal should be placed at the top of sand backfill to reduce the amount of infiltration of surface water. Utility Bedding The subgrade and bedding for all storm, sewer and water lines should conform to the City of Pearland standards on pipeline bedding details.The soils encountered in the borings vary from clayey soils to silty sands. For excavations that penetrate into the silty sand soils or terminate below existing groundwater,the bedding details should account for wet ground conditions.Since groundwater levels and subsurface conditions can vary, the decision may be made in the field based on actual conditions at the time of construction and the response of the soil and water to open trenching and to dewatering. The excavations should be monitored to detect any variation in soil condition from that found in our borings.Any changes noted in the soil stratigraphy should be brought to the attention of Terracon so that the conditions may be assessed and changes to the planned bedding requirements made, as necessary. Utility Backfill . The type of fill placed above the utility line bedding will depend on whether the surface above the line is paved or natural ground. If the surface is outside of the pavement areas then the backfill may consist of the excavated,native soils.The native soils used as backfill should be placed in thin lifts not exceeding 8-inchesloose measure, moisture conditioned to above optimum moisture content, and compacted to at least 90 percent of the Standard Effort(ASTM D698) maximum dry density.Within pavement areas or within 3 horizontal feet of pavement,the backfill should consist of cement stabilized sand to the bottom of the chemically-treated subgrade.The cement stabilized sand should be compacted to at least 95 percent of the Standard Effort (ASTM D 698)maximum dry density. 9 397 • Improvements to County Road 403 �� ®-- Terracon Project No.92065856 February 23,2007 Prior to any filling operations,samples of the proposed borrow materials should be obtained for • laboratory moisture-density testing.The tests will provide a basis for evaluation or fill compaction by in-place density testing.A qualified soil technician should perform sufficient in-place density tests during the filling operations to verify that proper levels of compaction are being attained. Pavement Design The subgrade soils at this site may become saturated and weak during the service life of the pavement following extended periods of wet weather. Therefore, after site preparation is completed,we recommend that the top 8 inches of subgrade be chemically treated to improve the supporting strength and to reduce the effect of moisture on the subgrade soil. The surficial soil along the alignment of the proposed roadway is typically comprised of low to medium plasticity sandy/clayey soils. On-site low plasticity sandy/clayey soils(Plasticity Index (P1)<15 percent)will typically react well with a mixture of lime and flyash applied as 3 percent lime and 7 percent flyash.The treatment percentages are given as application by dry weight and are typically equivalent to about 20 pounds lime and 46 pounds flyash per square yard per 8- inch depth. The subgrade soils should be treated in accordance with TXDOT 2004 Standard Specifications Item 265 for lime flyash treated subgrade. The medium to high plasticity clayey soils(PI>15 percent)will react typically well with lime.For planning purposes, we recommend the use of about 6 to 7 percent lime by dry weight of soil prior to placing general paving. These percentages are typically equivalent to about 40 to 45 pounds of lime per square yard per 8-inch depth. The actual amount of lime should be determined at the time of construction by the use of lime determination tests.The subgrade soils should be treated in accordance with TXDOT 2004 Standard Specifications Item 260 for lime treated subgrade. We recommend that the decision about the proper additive be made after the subgrade is open for inspection. Specifications for lime and lime-flyash treated subgrade soil are presented in subsequent paragraphs. The treated subgrade should be compacted to a minimum of 95 percent of the Standard Effort(ASTM D698)dry density at a moisture content between optimum and +4 percent of optimum moisture content. The area to be paved should be stripped of all vegetation, existing pavement, and topsoil. Existing underground utilities that are required to be abandoned should be removed and the excavations backfilled with fill as recommended in this section.Care should be taken to replace or recompact.all soil removed or loosened by removal of underground utilities. The exposed subgrade should be proofrolled under the observation of a geotechnical engineer or his/her representative.The low to high plasticity clayey soils are relatively strong when dry; however,the soil traps water during periods of wet weather;especially within the open ditches, - 10 398 Improvements to County Road 403 Terracon Project No.92065856 ferracert February 23,2007 and may become saturated greatly reducing the bearing capacity and serving as a hindrance to construction operations. If the surface soils are wet at the time of construction,the subgrade soil may require drying by mechanical means,by treatment to extra depths with chemical agents or by removal of the undesirable soil and replacement with a select fill. The subgrade should be conditioned by one of these means such that it can be proofrolled without undue deflection or rutting under a 20-ton pneumatic roller or equivalent equipment. Fill material, if required for grade adjustments, should be compacted to 95 percent of the Standard Effort(ASTM D 698)maximum density in lifts not exceeding 8 inches loose measure. If the soils are reworked to a depth greater than 6 inches or if replacement fill is used, the disturbed soil or fill should be compacted in the same manner outlined for select fill. The chemical tretment should then be applied to the top 6 inches as described subsequently. We suggest that the imported fill be composed of a clean lean clay soil with a Plasticity Index between 10 and 20 percent. Once final subgrade level is reached,the top 8 inches of the fill or natural clayey soils below the pavement should be chemically treated prior to placing the pavement.Treatment should occur after all utility trenches have been excavated and backfilled. We anticipate that the proposed road is to be classified as a major collector with an 80 foot right- of-way and with an average daily traffic of 20,000 vehicles per day.The pavement thicknesses given below are in accordance with City of Pearland specifications for the street width being planned. 8.0" Reinforced Concrete 8.0" Chemically-Treated Subgrade The steel reinforcement and expansion joint spacing should meet the City of Pearland,Brazoria County,or other ACI standards,whichever governs.The recommended pavement thicknesses are based upon only the physical and engineering properties of the materials, a chemically treated subgrade strength based upon our experience in the area,and conventional thickness determination procedures. As a minimum, the pavement materials should meet the following recommended specifications. 1. Reinforced Concrete Pavement — The materials and properties of concrete should meet applicable requirements of the City of Peariand and the ACI Manual of Concrete Practice.The concrete should meet a minimum 28-day compressive strength of 3,500 psi. 11 399 Improvements to County Road 403 lrerrc®n Terracon Project No.92065856 February 23,2007 2. Lime-Flyash Treated Subqrade— On-site sandy/clayey soils (PI < 15 percent) should be treated with lime-flyash in accordance with TxDOT 2004 Standard Specifications Item 265.Based on the classification test results,we recommend that about 3 percent lime and 7 percent fiyash by dry weight be used for estimating and planning. The actual quantity of the lime and flyash should be determined at the time of construction based on laboratory testing conducted using bulk samples of the subgrade soils. 3. Lime Treated Subarade—The on-site clayey soils(PI > 15 percent)should be treated with lime in accordance with the TXDOT 2004 Standard Specifications Item 260. The amount of lime should be determined for subgrade soils by conducting laboratory tests just prior to construction.Based on the classification test results,we recommend that about 6 to 7 percent lime by dryweight be used for estimating and planning. The pulverization, mixing and curing of the lime treated subgrade is of particular importance in these clayey soils. The treated subgrade should be compacted to at least 95 percent of the Standard Effort(ASTM D 698)maximum dry density at a moisture content between optimum moisture content and plus 4 percent of the optimum moisture content. Preferably, traffic should be kept off the treated subgrade for 7 days to facilitate curing of the soil-chemical mixture. In addition,the subgrade is not suitable for heavy construction traffic prior to paving. The pavement design methods described above are intended to provide structural sections with adequate thickness over a particular subgrade such that wheel loads are reduced to a level the subgrade can support.The support characteristics of the subgrade for pavement design do not account for shrink/swell movements of an expansive clayey subgrade such as present in portions of this site.Thus,the pavement may be adequate from a structural standpoint,yet still experience • cracking and deformation due to shrink/swell related movement of the subgrade.Post-construction subgrade movements and some cracking of pavements is not uncommon for clayey subgrade conditions such as those observed at this site. It is important to minimize moisture changes in the subgrade.to reduce shrink/swell movements.Although chemical treatment will help to reduce such movement/cracking, it cannot be economically eliminated. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, surface elevations and environmental factors which will significantly affect the service life must be included in the preparation of the construction drawings and specifications. Normal periodic maintenance will be required. 12 400 • Improvements to County Road 403 7 �l�r�� Terracon Project No.92065856 February 23,2007 Preventive Maintenance Long-term pavement performance will be dependent upon several factors,including maintaining subgrade moisture levels and providing for preventive maintenance. The following recommendations should be considered to help promote long-term pavement performance: • Site grading at a minimum 2 percent grade away from the pavements; • The subgrade and the pavement surface should have a minimum 2 percent grade to promote proper surface drainage; • • Install joint sealant where applicable and seal cracks immediately; • Extend curbs into treated subgrade for a depth of atleast 4 inches to help minimize moisture migration into the subgrade soils beneath the pavement section; and • Place compacted, low permeability clayey backfill against the exterior side of the curb and gutter. Preventive maintenance should be planned and provided for the pavements at this site. Preventive maintenance activities are intended to slow the rate of pavement deterioration and consist of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Prior to implementing any maintenance, additional engineering observations are recommended to evaluate the type and extent of preventive maintenance needed. Detention Pond We understand the planned detention pond will extend to a maximum depth of about 3 feet below existing grade(grade at the time of our field activities).We anticipate that the side slope configuration of the detention pond is planned to be 3H:1V.The following paragraphs present our recommendations regarding the detention pond excavations and sideslopes, erosion concerns and the potential use of the excavated,soils as on-site fill. Excavation and Slopes Boring B-23 was drilled within the proposed detention pond area. Fat clay fill soils were observed to a depth of 2 feet underlain by stiff to very stiff native fat clays to the termination depth of the boring (about 15 feet). Groundwater was not observed during drilling or on completion of borings.Based on the soils observed at boring B-23,the soils should support side slope to depths of 3 feet or less on declinations of 3H:1 V or flatter. If the detention pond is planned to extend deeper than 3 feet or constructed with side slopes steeper than 3H:1 V, Terracon should be notified.Additional analyses such as slope stability may be required. 13 • 401 Improvements to County Road 403 ��.�.��®� Terracon Project No.92065856 February 23,2007 Erosion if water flow is permitted along the side slopes of the pond,the slope will likely erode,causing gradual steepening and subsequent sloughing of the side slope,which may possibly allow the top of the bank to encroach into adjacent areas. The side slope should be protected against sheet flow down the bank or concentrated high velocity water flow. We suggest that a back slope drainage system be provided along the slope,where practical. A protective vegetation cover with an aggressive root system should be constructed and maintained along the slope. Other measures to protect the side slope may include slope paving, rip-rap and geofabrics. Routine maintenance of the side slope should be performed to reconstruct areas where • sloughing and/or erosion have occurred. Use of Excavated Soils The soils within the depths of the detention pond excavation consist of high plasticity fill and native fat clay soils. The highly plastic fat clays may be used for grade adjustments in the pavement area as long as it is properly prepared and compacted, and is free of organics and debris. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications.Terracon also should be retained to provide testing and observation during excavation,grading,foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained • from the borings performed at the indicated locations and from other information discussed in this report.This report does not reflect variations that may occur between borings,across the site,or due to the modifying effects of weather.The nature and extent of such variations may not become evident until during or after construction.if variations appear,we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, and bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. 14 402 Improvements to County Road 403 � ��,� �®� Terracon Project No.92065856 February 23,2007 This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared•in accordance with generally accepted geotechnical • engineering practices. No warranties, either expressed or implied, are intended or made. Site safety, excavation support, and dewatering requirements*are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. • • 15 403 • Consulting Engineers&Scientists APPENDIX 404 DWG. No. 92065-856 vicinity pion Z 0 ; jr5 ,:ice. is • r ias'•r r C7 ) L.:' mj; { xw - D. :;:; _ 1 �I :.4: .Ya "1 >a 1 u a�i ys:z:? 1 1�� { sii'• tsKmr +UJRJ'Yllltlg2tt : .-Ili li 11cBAlrin, Gil r,•,; ''•rYric,i ii .. :: m 4,8 R'rzr[it!mtll ' .iii', .12612„ "isr.,;1': �kp' !! fi'u�; 'n1u r ;":ii;l' ttA•��+' +t'!A�L', :::r;k{i}.:i:::::.M�:• >UP32 c ul 4}t rrtiAi° t• ,.1 kF2 ti.twi :S' ,nw a f- _ 't'4'S m,:�.Yi 'ii7?�':i. _ :1r - y�t 'iiia"ii[2Gi:�'i'. _ is: - S :Is p tti Q i+'�1"r� �. W :1 �� i 1 t r;•r'i • i, i. :•1 h • �t�Q. .. .:.::.'... •.��"1111 �1. :'t'•, :yl:rfin.,"-;.�'f"'._. 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'r'�l:d::r;�.ct. Ir 2: 7' �� ..�u'�...',.,. A�i 31 �;�r:; 't,S ::,� •.. �..::':::::�: �:![.;r I.s� <�n;;l ` _ _ �Y_i;�[',S,Ta —21::' �1 ,air ..'..' •.:.,<... (�' ,.;t[ ' ;z!.,• ...' rl�l'i.' '' {1 �r ::;{2ciz;;:;:..•. 9. •i [F.•:.•- .1775{jj":Ir_:.,...h(� -iw.", �j �i1�li3A`. ^.ry,J t.:�7�: n� #.;(:�,iit"+,., .,ji;�.,<ri:%:• i�,�1;•��. ''';i:j#_�;`"� :r 'zl•f:wa`: i �U'W-itis ?�t..+.:u.-- r:74�. ri7,.,.- .-.,:,��'Nl...ct::��1ii':::�5'_j ;:;�:•. j', y_ f!s.1 - 1 ;,,l; -.•AWN i'RO.JECT Sra 49•Ta.00 • C u ` p1 • c CD 403 E31 - ROADWAY (lens NEEDED • a 15' DEPT); MDT 300' r j�r B0RE LOCATED WITHIN L 1u1 T3N t1 EY 1ST Ilia O • O • 1 ��_— 7:74:7410;‘2.7::::-'::•-.7•7: �'r-.--.,.c.— 1 1 . .—y-----•-E.,-47.-r-:7:77. - a u �c _- -- - _ ` 1.-.r_.L- 4 - r~ 1�-1_ __l_�..1- -J I- -t_..8_\ lir 10� �? _= _ __� � 1 __ �__ 7a6 ......- —115460 '. 1, L • \--prop Rai g aQ 4 N �^R0A0WAY HOPES NEEDED f AI 15. OCPTII EVERY SOD- 1 a —E CR 403 I o I I o• m /o • '• -- . • f O O LEGEND / / p E ��EX1S= R:YI O O ...e.1�-,.J...:.....:h•.�- L _.. . . J _ _ __ --3....:......---LL - -�.. ... --L.T - .• '-- 0 200' 400' I �– 13 +�c� —T.a�• 1 4 ? i G� 1 J H•9 J• APPROXIMATE SCALE 1'm 200' A %.- u 3 E. consoling Enginewo 8 SdentD$ Z. �• Z s PLAN OF BORINGS Improvements to CR 403 from CR 94 to FM 865 Pearland.Texas Z • n TERRACON PROJECT NO: 92065856 'Figure 2A ( ) • ( ' • ; Nom:LOCATED*miff • LimiTS Or EXISTINO i PAVEMENI 1--ROA0wer BORES NEE0E0 I i Al ISDEPT.'EVERY SOO' . •q.on .1N t . 1 :• 1 j o g o : . O 1 i .• ' O ko , i , ________ L.___-L.-...-)_..._ L._____L_-._,.:_ ._6,3 ti Z Q .311, . ..).15•...QQ, ... .. __ ._.:_.. ....i ir''..+_6.0_. _C-.7_-__—_-::=L...--_lf5.,IiMa'•*----- t::.1 ..r.:::::."1: W ; k . , ..- i . 4 %•-•EMI' stOly \--PROP RCN ' i 1 • • ... a ge •• .. • — " • . ., . -.- rou P100000miwAy soRED00 . .,./ ... AT is. DEPT.'EVERY SOO' x • • ^ • . , • r: . • •:. • • . . ,... . 8 . .. . flnE NI 7 ° in''., og5MVDigI ..... . . i ....- v . ., .• - • - - " r,, & =LaLEGEN D ••• mm :: -e C. LOCAMIS 4, .. 8 • ---— • - . .• ... .. , . . =... .i-----.-t . - :-il , a5'•• , . 7- :---„ ::' '. 0 200' 400'.: " / 5 44 4. •• 4., --• • 'L '-'-....--VL...:_'"%•.,.. 1 •- APPROXIMATE SCALE 1''.. 200' 1.• ''..'''•-,...... *---L_'---:-.. • . § - --s•-•••••:... .L.'.:.7.'"'iba-----.....04424''.7•1•°.••••••.,,., ----j------I---------- • .t. _...--._:.. ..::11.6.1.-......-.7.1.1.., ...2..._:.:..--...E...-..t2L....- . _....:1;.•ip...-......-=...31.L1.1.‘.:.i... ....z..._- ,..4.,.....1 11-arra:on f • _-!;:" r:'27:7-Ill'::.I , ..; i.. g Consulang Engineers&Seiestrato f \ 0.1'. •'-'I .i • .., ‘ .• t \ PLAN OF BORINGS \--q.CR •101 f Improvements to CR 403 Fo • from CR 94 to FM 865 1 • 4 1 Poarland.Texas o• 1.-PROP ROW . I g . TERRACON PROJECT NO: 92065056 IFigme 29 • - . Igh . a ."4 . • • . . • 0 i , t CR 40 3 • 110A0VIAY BORES NEEDED • . . .• .• 17 1S. OCPTII Evart SOC- , / , ,-•PROP ROW I : ..,. . . 0 ,„ z V::: .. 0 . - 0 i 0 Al -• • --.1.: ..• .:( . : - ..,, - i J. ' __.. -i,.. • 1.____ ___.i . ... . ._ ___________ N d ' •:' '. • --....-...------..----••• 6... . 4 1_ • .• -, ? v, .............1..1 so .1.............1-......-....t.-.....:... .B7ar,..-.......1-—1.-.......-.1.:.::.:...:-.-1-- ......--iLL•-.. .1..-.-...,4,.,....... 1 13.20 .--II--.-.-.1-.---..1 w ''.1. . . 1 695+0 - •11" ' - • •-*- 110...-*.Q.C1: '-.....- -- •"-- -____-1:9:%E0....a ' - _2S1 • , . - •• • \ x . _.. ,.. x LJ CRYSTAL LAKE CIRCLE \ u . ,... . s rvi:t II.N I— d •O H . 2 . 2 • - •. . • . ••• , . .• ••. . :f. . . . . . . • - • •, . - :: . . • .•::i • • • . e---1,10AOYMY BORES NEEDED • • .4 • sii i - / AT 15' DEPTH EVERY 500- • . • • ..--END modEcr . . .. •-.., / STA 206-11.00 . • o i 7a / . 5.' 7 / ,,---PROP ROLM I. ,:. ,,, : • _ggyl.2.1 _ _ 0 / • • • 0 49 SOst.PORtroa . . . LOCATIORS A9 B-81 f / • , . tftl-r'C....1:41: 32L._•"...''''''‘ -:" —L2.._.4.".MT-.".•=:"`. .."..!Y•r•-""1:-..e- •:.• 1..-:',.',.`"• .sr4`'" •-!•••. •:'-',.•-'•••• 0---- ..;•:........t.....,, ..... •:: . • - • • • 0 200 400* ...". 1).1."--...r.:: :. ., .-26404 t•-;.. ,. I X \ . ., .' • . • • APPROXIMATE SCALE 1"4> 200* . 4 U Ns '.! ' • g 1—• . \---ivIS, S•OW ,. I.:.• \.; 2 • • :g.' • • ,:. .--N__CoDRE 4,00sTEO wiTirtri .. - , ijoiSc iv EvtGriso • lrerrecora 2 . : PAVEMENT , ConsOng EngIneers&Scientists 7, g . -a. .. • • •--- • PLAN OF BORINGS Improvements to CR 403 1 • from CR 94 to FM 865 Peartand,Texas 4 q a . TERRACON PROJECT NO: 92065856 IFigure 2C • • •DAt 0 , ) „_ , II— BORING LOG NO. B-1 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas - ocA loN: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS 0 LLx o ¢� a o W LL aJg }}�wm ?~ DESCRIPTION t ❑ o F LL FW-•8 W� lq M J F- o PS �j 2u1 a CA 9 gc Z W 75 o 5 #o WC7 W Z= F=- to m m~ I-F- ❑ ❑ F- F ca aa.Z n Z(A co Approx.Surface Elevation: Existing Grade w a a ¢woo a g g z o Q ill o ❑ ❑ cn au. 2U ❑ _, o_ a �1,'-', 8 cn LL Ua PAVING 8"Asphalt, 11" Base Material 1.6 - ST 1.75 21 41 18 23 2.0 FILL: LEAN CLAY w/SAND CL light gray and tan,with ferrous nodules, _ CL ( I gravel - - • SANDY LEAN CLAY ST 2.0 light gray and tan,stiff to very stiff _ -with ferrous and calcareous nodules _ F ' below 4 feet N. � -reddish brown below 6 feet 5— ST 3.75 16 115 1.8 7 0 % e BORING LOG NO. B-2 CLIENT: Brown&Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING See Borings SITE: From County Road 94 to F.M.865 Plan of LOCATION: Pearland,Texas SAMPLES TESTS a w x Z U_ U c w Q 0 o_ o 9 li.. Z I- O 2F- H Z LH -• d o DESCRIPTION w m w �_ } o H J W M F, W V)wzz m J i- SOV pJ i-. Z_i c w > JO <re CC F- wul W U 5 g.. DC7 W Z� a. ~a CO aw Ca H mz IT)I— cn c~n >> �w u-co 0 Approx.Surface Elevation: Existing Grade w o <w 5 oo o P a a 4 n °; °c a. IPAVING 1.1 . 5"Asphalt, 8"Base Material ST 2.0 VJ FILL: LEAN CLAY w/SAND CL �� 2.0 light gray and tan,with ferrous nodules , • �y SANDY LEAN CLAY CL 11111 ; light gray and tan,stiff 107 0 -with ferrous and calcareous nodules below 4 feet - II 111111111 • --reddish brown below 6 feet 5 z.o l . -firm,very sandy below 8 feet 1.5 II 1.0 11110 0.4 10 N. 1 110.251111161111 12.0 p •: t•:- SILTY SAND SM tan, loose,with clay pockets ss 9 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:105+00; OFFSET:30 LT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 •2 12 ft WD t 11 ft at 5 min1/25/2007 FIGURE 7-10.5 ft at 10 min 510.5 ft at 15 min IIhl1acDIhl PROJECT NUMBER ` 92065856 A-4 410 I BORING LOG NO. B-3 CLIENT: Brown &Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING See Plan of Borings SITE: From County Road 94 to F.M.865 LOCATION: Pearland,Texas SAMPLES TESTS 0 a o ¢co 0 e o LL z_ I- o xF o H >F. a a o DESCRIPTION w m w o a o lW M O HO u V) . 8 fA F. Z0: Qre jz w - 0 U 11 Ili CD UJ 0 gF co w m mW HH 0 0 H F- 5u aZ = LLVJ 0 Approx.Surface Elevation: Existing Grade w }a n Q w o o i g .D z W o}- Q o fX 0 0 1- cn 0a 2(.) O .7 a a u) 0 c u_ 0a PAVING - 1 2 5.5"Asphalt, 9" Base Material -. ST 1.5 21 106 1.9 13 0 V� 2 0 FILL: LEAN CLAY w/SAND - CL .. \gray and tan,with ferrous nodules . • SANDY LEAN CLAY - CL light gray and tan,stiff ST 2.0 -with ferrous and calcareous nodules -- below 4 feet SL 5— ST 1.5 21 45 15 30 -reddish brown below 6 feet l �' -firm, very sandy below 8 feet _ ST 1.75 - ST 0.75 10- - d - ST 0.75 12.0 v ::' SILTY SAND SM tan, loose,with clay pockets - SS 6 24 20 ' . .: 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:110+00. OFFSET:20 RT GRADUAL. CSJ:091231311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 g- 12 ft WD 1 t 6 ft at 5 min1/25/2007 _ FIGURE CDY 5 ft at 10 min Y 4.5 ft at 15 min ..• � 11 PROJECT NUMBER ` 92065856 A-5 ' 411 t BORING LOG NO. B-4 cuENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas BocanoN: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS 0 u_ X Qa 0 CO 0 W u Z- -1 }} Z J " = iz x aF- 0 >F o DESCRIPTION W m co w •a•'' H n 1 W F- WF- U) 2 J o o H Z a� O OZ F 0 o. F co W m mW !AI— 0 u~i NW 0-Lu : u_0) W Approx.Surface Elevation: Existing Grade w D0 >- a a w o o C- c g c) z W o i Q o 0 u) 0a 0 o : a av) 0co W Ua PAVING 111 1.0 5"Asphalt, 6.5" Base Material vl I -FILL: LEAN CLAY w/SAND hi ST 1.5 V 2.0 gray and tan,with gravel LEAN CLAY w/SAND cL light gray and tan,stiff 22 106 0 -with ferrous and calcareous nodules Y. below 4 feet Y. -reddish brown below 6 feet 5 III IIIIIIII -very stiff below 8 feet 1s 20 10.0 10 SILTY SAND SM tan, loose,with clay pockets Q '.• r. SS 9 ':; 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:115+00; OFFSET:30 LT GRADUAL CSJ:091231311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 4 11 ft WD 14.5 ft at 5 min1/25/2007 FIGURE 3 3.5 ft at 10 min Y 3.5 ft at 15 min 1rracri PROJECT NUMBER 92065856 A-6 J 412 BORING LOG NO. B-5 CLIENT: Brown&Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas ' BORINGON: See Plan of Borings SITE: From County Road 94 to F.M.865 LocKnPearland,Texas SAMPLES TESTS ❑ u x o �- _� a o ❑ wue• Ill wi Z m o DESCRIPTION w m w o H o y~ a 0 U- O <0 CC wF FO-Z - -1 - o 2F zre a U w m mW ��Z o o H H 0)w a.z in irco aa w o CC0 z w o o Ce5 Approx.Surface Elevation: Existing Grade w CO } ao gC13 g 1- Q ❑ ❑ I- CO U a Z c3 ❑ -J a a y UCO U. U n. IIPAVING 1.3 5"Asphalt, 10" Base Material ST 1.75 V'Ir 2.0 FILL: LEAN CLAY w/SAND CL ,i-,,,x \gray and tan,with gravel 11111111111111 SANDY LEAN CLAY CL gray and tan, stiff • -with ferrous and calcareous nodules below 4 feet Y. % • • 5 IIIIIIIIIIIII 112.75112011 0 -firm,very sandy below 8 feet '/,/off; 8.0 SILTY SAND SM tan, medium dense IIII -with clayey seams and layers 8 to 10 1.o io -':- feet 10 Q 1111111111111111 SS 14 ..r. 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:120+00; OFFSET:20 RT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONSDATE DRILLED Page 1 of 1 Z 11 ft WD t 4.5 ft at 5 min 1/25/2007 FIGURE 3 4 ft at 10 min Y 3.5 ft at 15 min ile nacon PROJECT NUMBER ` 92065856 A-7 413 I l BORING LOG NO. B-6 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas ' LOCATGON: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS X L =1- 0 1-= z a ¢uLLi o_ w w� Cl) . DESCRIPTION w m o H yy ~ � M O 14aiF: Z 2 .7 F- a�I WF--' zc U) 9 gw Z 6 7, U U ato a,C7 W ED to =F- CO CO w F-H o t= E- cn Lir o w 0 Approx.Surface Elevation: Existing Grade w N a a a w o o cc a g 3 -W o I- Q o CC o i F- co 0a 20 o 1 a a 25 Uta 0a- PAVING = 1 3 5"Asphalt, 10" Base Material11 ST 1.5 v�- FILL: LEAN CLAY w/SAND - CL ,r 2.0 \gray and tan,with gravel• � SANDY LEAN CLAY - CL gray and reddish brown, stiff to very stiff ST 1.5 22 109 47 16 31 1.7 15 0 -with ferrous nodules below 4 feet :.: i 5— ST 1.5 ,f �' • -tan below 8 feet - ST 1.5 - ST 2.25 19 110 31 17 14 2.2 12 I 10— A - ST 1.25 12.0 v SILTY SAND _ SM tan, medium dense - _ SS 14 . •;: 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:125+00; OFFSET:30 LT GRADUAL. CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 1_ 12 ft wD X 5 ft at 5 min1/26/2007 FIGURE 4.5 ft at 10 min X 4.5 ft at 15 min 1 remoon PROJECT NUMBER 92065856 A-8 J k 414 f BORING LOG NO. B-7 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas LocA�oN: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS 0 LL Z LL, 0 e .""i 212 a ' F- Z W In Q fA J DESCRIPTION W m O w II' } _ C9 w o W M 9 F6O w,. Z J a UI-- U ZLL' t = U tea' nw W J U U 4ko wz Lu Z� O] rz 0 Approx.Surface Elevation: Existing Grade w en a a a W o o re a 3 .D z w o i_ Q o ce o n 1- rn o 2U ci =J a a men Ucn LL c.)a_ I PAVING 1.1 5"Asphalt, 8"Base Material ST 1.5 13 24 16 8 VJr FILL: LEAN CLAY w/SAND CL �� 2.0 gray and tan,with gravel and shell , l SANDY LEAN CLAY' CL gray and tan,firm to stiff,with calcareous 1 112.0111111111 nodules Y. 5 11111111111111 II t0 I 1031111 1.0 1 0 -reddish brown,very sandy below 8 feet A 8.0 p SILTY SAND SM tan and reddish brown, loose to medium dense,with clay pockets 11111 26 11111111 � ! .r. 10 .: .ti :iiiiiiiiui SS 11 �: 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:130+00; OFFSET:35 RT GRADUAL. CSJ:091231311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 Of 1. s 8 ft WD i 4 ft at 5 min 1/25/2007 FIGURE _ 3 3 ft at 10 min Y 2.5 ft at 15 min reflacon PROJECT NUMBER ` 92065856 A-9 415 ( . BORING LOG NO. B-0 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING SeePlans SITE: From County Road 94 to F.M.865 of Borings g Pearland,Texas SAMPLES TESTS ❑ U- x F Qu_ 0 o o w z (75 F- O LL =1— F- Z >1- fx 13- a)o DESCRIPTION w m 0) w. o H 5 } _ D ui .3 LLU 2 [Li WF- co 2 J 1_ o cAl... u) z� s w O ¢ce c z 6 II 6 U. �0 w E IC =I- m m F- F-LI U3 w ❑ ❑ H F= co n z m oc n ` Approx.Surface Elevation: Existing Grade w ca a} a a w o o ix Ct g g ?w 0 Fes- ¢ o& ❑ 7 1- co U a 2 U ❑ .7 n. a rii 0 co u_ o a ePAVING - 1.0 4.5"Asphalt, 7" Base Material V� FILL: LEAN CLAY w/SAND CL ST 1.5 20 45 19 26 v r 2.0 \gray and tan,with gravel SANDY LEAN CLAY - CL gray and tan,firm to stiff,with calcareousST 1.5 nodules - • •• M 5— ST 1.25 2 6.0 FAT CLAY t = CH tan and reddish brown,very stiff with ST 2.25 24 107 53 19 34 2.5 15 0 calcareous nodules -firm,with sand seams below 10 feet sT 1.25 10- - ST 1.0 26 90 /iiI13.00 SILTY SAND _ SM tan and reddish brown, loose,with clay - pockets ST 0.75 - 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:135+00; OFFSET:30 LT GRADUAL. CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 Z 13 ft WD t 6.5 ft at 5 min 1/26/2007 FIGURE 3 5.5 ft at 10 min X 5 ft at 15 min 16ffaccin PROJECT NUMBER ` 92065856 A-10 J 416 1 BORING LOG NO. B-9 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to.County Road 403 Houston,Texas BORING SITE: From County Road 94 to F.M.865 LOCATION: See Plan of Borings Pearland,Texas SAMPLES TESTS 0 LL X ' Q�j 0 o e. p u. _Z t- JO =H H -. >I c a o DESCRIPTION w m m W y o _ IE 12r v LU 2 0 ~O lJJ 1- �_ I- AoV fn F- Z tY I- 2 = ma,1_ =W UJ 0 — — #o tx, ce zu, N F- co W m m w V)1--' O O Cn S W d LL o Approx.Surface Elevation: Existing Grade w w °- a a w o o `A a 3 g z W �LIJ Q o LA cn 0a 0 o a n_ in 0cn u 0a PAVING 0.9 \3.5"Asphalt, 7" Base Material / ZET ST 1.25 43 55 25 30 �-.I N FILL: FAT CLAY w/SAND _ V 2.0 gray and tan,with gravel and calcareous \nodules / _ CH FAT CLAY w/SAND - ST 1.5 gray and reddish brown,firm to stiff,with _ calcareous nodules _ -with slickensides below 4 feet 5— ST 1.5 34 89 0.9 4 0 - ST 2.0 -with ferrous nodules below 10 feet ST 1.5 10— - - ST 2.25 13.0 LEAN CLAY _ CL tan and reddish brown,very stiff,with - ST 4.5 17 33 16 17 calcareous nodules _ 15.0 Boring terminated at 15 feet. 15 STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:140+00; OFFSET:35 RT GRADUAL. _ CSJ:091241311. WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 a t 1/25/2007 x s 1 rairraCOrl - FIGURE PROJECT NUMBER FREE WATER WAS NOT OBSERVED DURING DRY 92065856 A•1 l DRWJNGOPERATIONS • 417 BORING LOG NO. B-10 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING See Plan of Borings SITE: From County Road 94 to F.M.865 LOCATION: Pearland,Texas SAMPLES TESTS ❑ U. x o I- O xH a H z j BORING LOG NO. B-11 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas LOCATION:RISee Plan of Borings NG SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS a ux o o DESCRIPTION w m co ❑~ o I- I- 2 � >~ e: a J W FW-8 W1. (A J o �2 C7W L LL Co} 00 ad' C'Z w J 0 U_ Xko W0 W ED n = m �� F-W ❑ 0 I- H CO it z 0 . Z� o` Approx.Surface Elevation: Existing Grade w co a a. a w o o �. 0 3 3 z w o Q o w ❑ m 1- co oa 20 ❑ .J a a 2t5 oco W oa. PPAVING 1.0 5"Asphalt, 8"Base Material � N FILL: FAT CLAY w/SAND CH ST 1.25 y 1- 2.0 gray and tan,with gravel and calcareous ,nodules / CH FAT CLAY w/SAND 1.00.81 0 gray and reddish brown,firm to very stiff, with calcareous nodules -with slickensides 4 to 8 feet -with ferrous nodules below 6 feet 1.25 5 1.5 1.25 III 1 10 2.25 ST 3.25 25 102 2.2 11 0 1 15.0 Boring terminated at 15 feet. 15 STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:150+00; OFFSET:20 RT GRADUAL. CSJ:0912-31-311 WATER LEVEL OBSERVATIONS ' DATE DRILLED Pagel of 1 1/25/2007 FIGURE 3 Y 1krratan ' PROJECT NUMBER FREE WATER WAS NOT OBSERVED DURING DRY A-13 ` DRILLING OPERATIONS 92065856 419 BORING LOG NO. B-12 CLIENT: Brown &Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING See Plan of Borings SITE: From County Road 94 to F.M.865 LOCATION: Pearland,Texas SAMPLES TESTS o u.. o x I- ¢0) 0 a w u_ z I- -J tL I H H Z >1r.., d j DESCRIPTION w co C-5 w w F\- o z 2 LL y 0 Qce jZ W - U U #_ Ill W ZM _. C° MI Lll-1 a'I- f W ❑ ❑ 1... H CA Z CO Lii CO R. Approx.Surface Elevation: Existing Grade W 0 a g ¢woo cc 3 Cl) A Z w o Q o CC 0 ❑ I- co Ua n0 o J a a mco 0w u oa P PAVING _ 1.0 5.5"Asphalt, 7" Base Material � FILL: FAT CLAY w/SAND - CH ST 1.0 V- 2.0 gray and tan,with calcareous nodules , FAT CLAY w/SAND - CH gray and reddish brown,firm to very stiff, ST 0.75 28 104 0.9 15 0 with calcareous nodules - N. 2 5 - ST 1.75 Y - • - ST 2.5 -with a siltysand layer at 10 feet ST 1.5 32 98 50 21 29 1.2 11 I.y , 10— %� - - ST 0.5 23 81 13.0 SILTY SAND _ SM tan, loose _ SS 8 :: 15.0 15 - Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. , BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:155+00; OFFSET:35 LT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 412ft WD X Eft at5min1/26/2007 FIGURE. 3 5.5 ft at 10 min X 5 ft at 15 min 1�f y7COn PROJECT NUMBER 92065856 A-14 420 P BORING LOG NO. B-13 CLIENT: Brown &Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING oN: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS 0 tL X o LU � w =1-- a H z UJ U) Q a o DESCRIPTION I- m w o a—i I- o )- O <0 wF_ Z - -j F- o cn1- za (n J Qa' Dz w J U U #o ,.0 w Zm ❑ w °° mw `,41--� ❑ �w aw LLy O• Approx.Surface Elevation: Existing Grade w co a a a w o 111 Q a S 3 z w o,1- a o x 0 D >- 0a 2U ❑ -J a a �En co co a 0a II PAVING 1.3 5.5"Asphalt, 9.5"Base Material ST 2.0 16 27 18 9 V�Vs N 2 0 FILL: LEAN CLAY w/SAND CL ./ \gray and tan,with ferrous nodules / 1111111111111 %/•• • SANDY LEAN CLAY CL light gray and tan,stiff,with ferrous nodules -with calcareous nodules below 4 feet •• • � M 5 , lIlt 100 0 -reddish brown below 6 feet 7 i • 11111111111 //� -firm,very sandy below 10 feet 10 110.2511061111 1111 0.8 I 0 12.0 -:: SILTY SAND SM tan, loose,with clay seams Q ST 0.25 •':•::- 15.0 .15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:160+00; OFFSET:35 RT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 s 13 ftwD 6 ft at 5 min 1/27/2007 FIGURE 15.5ft at 10 min X 5 ft at 15 min r@ con PROJECT NUMBER 92065856 A-15 421 d BORING LOG NO. B-14 CLIENT: Brown&Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING See Plan of Borings SITE: From County Road 94 to F.M.865 LOCATION: Pearland,Texas SAMPLES TESTS 0 u. x an a w u_ z I— -J 0 0 0 F Z >I- ix a- a) DESCRIPTION w m wIF }} o Cl) - J IA M F-.8 �E.: Z �_ J F_ N '');F I Z_i' ✓ O0 Qrx itZ W U U 9ko iii0 W _D I_ co aa.. 1-= co -co z } m co~ w -,> �ix ? zw o Approx.Surface Elevation: Existing Grade o co n <a 0 0 o 0 _J U. a -. 0 I- Ze 0 nt. IPAVING - 1.1 5"Asphalt, 8"Base Material ST 1.5 16 32 16 16 V,r. FILL: LEAN CLAY w/SAND _ CL �r - 2.0 gray and tan,with ferrous nodules %% FAT CLAY w/SAND - CH / light gray and tan,stiffST 1.75 -with ferrous and calcareous nodules - below 4 feet - • -reddish brown below 6 feet 5 ST 2.0 21 - 2 - - ST 2.25 -firm, very sandy below 8 feet - ST 0.5 28 97 0.5 15 • 10- - - ST 0.5 12.0 V SILTY SAND _ SM tan, loose,with clay seams - SS 8 25 27 }':;: 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:164+20; OFFSET:40 RT GRADUAL. CSJ:0912-31-311 WATER LEVEL OBSERVATIONSlieDATE DRILLED Page 1 of 1 .Z 12 ft WD t 6.5 ft at 5 min 1/26/2007 FIGURE Y 6 ft + at 10 min 5.5 ft at 15 min IrraCOn PROJECT NUMBER 92065856 A-16 422 i BORING LOG NO. B-15 CLIENT: Brown &Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORINGON: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas _ SAMPLES TESTS o w X Qco a. - w LL z H O L x1 F- z jF 0- a) DESCRIPTION w m w _ o J w g r wF _, o Fx 0w 0 w N OJ QtY jz z J U U o wC7 w zct rx z7 a H CA w m m W IL-f3 F o o F F- CA LL]d z II CO 0 Approx.Surface Elevation: Existing Grade CO w ca n. a a w o o ac a 3 Z w o Q o O x I- ca oa 20 o 0_ d g(75 UCA u. 0 C PAVING - 1 2 5"Asphalt,9.5" Base Material ST 4.25 V� FILL: LEAN CLAY w/SAND - CL :'-../)., 2.0 \gray and tan,with ferrous nodules SANDY LEAN CLAY - CL light gray and tan,stiff,with ferrous ST 3.5 19 112 1.7 15 0 nodules - -with calcareous nodules below 4 feet a - r.. . t - • -reddish brown below 6 feet 5— ST 1.5 • • -firm,very sandy below 8 feet – ST 2.5 •• • I i . - ST 1.5 21 108 32 17 15 0.9 7 0 : X 10.0 10 - SILTY SAND SM tan, medium dense,with clay seams Q - SS 12 _ SS 12 .. . •:. 15.0 15 - Boring terminated at 15 feet. • STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:170+00; OFFSET:20 LT GRADUAL CSJ:0912�1311 . - , WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 SI 11 ft WD t 4.5 ft at 5 min 1/25/2007 FIGURE 3 4 ft at 10 min Y 3.5 ft at 15 min �mn PROJECT NUMBER ` 92065856 A-17 • 423 I BORING LOG NO. B-16 CLIENT: Brown &Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas Loca�oN: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS 0 "- x :1' Qy aJ =F WVJ o DESCRIPTION 1- m 0 o O N F- H w .I W H W F 0 2 m H O Cn H Z a = ,_ 0 c03 co c =z w Q U U o WZ W Zw LT� 0 Approx.Surface Elevation: Existing Grade w � }a a a w o o ce 0 .D .D z w o F Q o ct ❑ n 1- Ci) UO.. 2U ❑ _J 0.. a 2y UCn W UO_ PAVING _ III 1.0 5"Asphalt, 6.5" Base Material v.i N FILL: LEAN CLAY w/SAND CL ST 1.5 19 105 84 1.5 15 0 V 2.0 gray and tan,with ferrous nodules , �� LEAN CLAY w/SAND - CL light gray and tan,stiff,with ferrous ST 1.5 nodules =with calcareous nodules below 4 feet - _ M -reddish brown below 6 feet S 5— ST 1.25 - y - _ ST 2.0 18 38 18 20 - -firm,very sandy below 10 feet ST 1.25 III 10- - ST 0.5 23 75 12.0 p SILTY SAND _ SM tan, loose,with clay pockets - - SS 8 15.0 - - -- - 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:175+00; OFFSET:30 RT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 s 12 ft WD t 6 ft at 5 min re 1/26/2007 _ FIGURE • 3 5,5 ft at 10 min 5 ft at 15 min 1Main PROJECT NUMBER ` 92065856 A 18 424 P BORING LOG NO. B-17 CLIENT: Brown&Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas LocATION: See Plan of Borings NG SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS 0 w x o I- _(0 n_ o wci Z in �' DESCRIPTION w m CO o�" o P 1- F- z} 2 a -I L Fw"O �~ Z M 11 F_- N COI- Cf) ZIY 0 x sZ w -j U U wC.9 w ZD E F w m �F- F-col- a. o O F- F cold Oi.Z re LLU Approx.Surface Elevation: Existing Grade w ' a a a w o o E S g g ?w o F(-LLI a o CE o � � Ua �U o =, E a �v� UCA w Ua PAVING 0.9 3.5"Asphalt, 7" Base Material / hi ST 1.75 18 38 17 21 vJ FILL: LEAN CLAY w/SAND 2.0 gray and tan,with ferrous nodules , SANDY LEAN CLAY CL 1111111111111 light gray and tan,stiff,with calcareous nodules / -with ferrous nodules below 4 feet . . 5 109IIIIII 10 0 -reddish brown below 6 feet • V. %�' 3E 2.0 X ��' -firm,very sandy below 10 feet 11225 20 108 111111 0 1.0 d12.0 0III111111111 .�.::::.. SILTY SAND SM tan, loose,with clay seams SS 9 ;: 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:180+00; OFFSET:15 LT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 g- 12 ft WD 17.5 ft at 5 min 1/25/2007 FIGURE I 7 ft at 10 min Y 6.5 ft at 15 min MOM PROJECT NUMBER ` 92065856 A-19 425 f BORING LOG NO. B-18 CLIENT: Brown &Gay Engineers,Inc. PROJECT: Improvements to County Road 403 Houston,Texas BORING See Plan of Borings SITE: From County Road 94 to F.M.865 LOCATION: Pearland,Texas SAMPLES TESTS X z w aa. o w U- --I I- O a 2~ o f- z >i- cc a j DESCRIPTION w g H w 2_ o f u~i z V w >_ O <2 �z z = U U ko u-1 w Z� Hi" cow w m a F- E-w ow O P F- (n a z to 0. o` Approx.Surface Elevation: Existing Grade w cnn a a ¢w o o CC Ct g g ?W o I- Q o CC 0 0 >- CO Ua 20 o J a a 2(q 0co a Ua U PAVING 1.1 5"Asphalt,8"Base Material ST 1.5 12 110 24 14 10 1.7 8 0 FILL: LEAN CLAY w/SAND CL Jr 2.0 gray and tan,with gravel and calcareous • ,nodules CL SANDY LEAN CLAY 111.0111111111 light gray and tan,stiff,with calcareous nodules .• • -with ferrous nodules below 4 feet � Ili111111111 -reddish brown below 6 feet 5 2.a • ',../. 2 2.5 1111 Y • 1.0 I 6 -firm,very sandy below 10 feet 10 11 0.5 11111111111 • /5 13.0 q SILTY SAND SM tan, loose,with clay pockets SS 9 15.0 15 Boring terminated at 15 feet. • STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:185+00; OFFSET:35 RT • GRADUAL. CSJ:091231311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 _ _ s 13 ft WD _i 7.5 ft at 5 min 1/26/2007 FIGURE , 1 6.5 ft at 10 min Y 1rracari PROJECT NUMBER ` 92065856 A-20 J 426 4 BORING LOG NO. B-19 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 --, Houston,Texas BORING See Plan of Borings SITE: From County Road 94 to F.M.865 LOCATION: Pearland,Texas SAMPLES TESTS 0 LL. X o F- au_ a o w LL Z F- p u_ _~ H Z j e BORING LOG NO. B-20 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 • Houston,Texas �ocA� oN: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS ❑ U X Q(n a o o LL Z - LL 2 F- f.: Z W U) ., U) DESCRIPTION w m w } o ~ I a 0 J LL cG -O �F" Z '2 J I- N U) fq mu ZQ. U =-• } JO QQ 7Z LU 0 U U qko Illi w Z' L° I- CO a 1- CO En -Z > P4. > n� _1 EL: C0 Approx.Surface Elevation: Existing Grade w � >. a <w 0 o cL a A A E.Ili 01- a 0 tc in 7 I- U) Oa O ❑ .� a a co OU) L1 Oa PAVING 6"Asphalt, 11" Base Material ST 1.5 16 30 20 10 P 1.4 r, 2,0 FILL: LEAN CLAY w/SAND CL \gray and tan,with calcareous nodules / CL 11111111111111 SANDY LEAN CLAY 1 gray and tan,firm to very stiff,with • calcareous nodules -reddish brown 4 to 8 feet -with ferrous nodules below 6 feet 5 :IN 101IIII 0.6 0 2.0 106 .•. 1122520 111111 � 10 . 111111111111 • . iu•••iuiiuui ST 1.25 19 41 16 25 /4 15.0 Boring terminated at 15 feet. 15 STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:195400; OFFSET:35 RT GRADUAL. CSJ:0912-31-311 WATER LEVEL OBSERVATIONS I DATE DRILLED Page 1 of 1 M t 1/26/2007 FIGUREs iITaCan k PROJECT NUMBER �� FREE WATER WAS NOT OBSERVED DURING DRY 92065856 ' '22 14 DRIWNG OPERATIONS 428 1 - BORING LOG NO. B-21 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston,Texas LOSee Plan of Borings SITE: From County Road 94 to F.M.865 • Pearland,Texas ' SAMPLES TESTS a u. X o - ¢uu_i d o w u. z- ...1 =F o F- Z W fA T E; DESCRIPTION }- 0 rn w o � g o ~ F- a _ ' L 2 O 1.:l_ w�' Z 2 o U. ' 1110 oV cnF- 2_ig c UJ J QX X2 W J o U U. WC7 D1 7 n I- Co to m m W F-F ❑ ❑ F- F- u)I,j a 2 D 2 m 0 Approx.Surface Elevation: Existing Grade W 2 a a ¢woo >- 0 e. 3 .w o =1. o E ❑ ❑ cn vD �v ❑ a o � vcn u oo PAVING - 0'8 \6"Asphalt, 3"Base Material / — N FILL: FAT CLAY w/SAND - CFI ST 1.5 v r- 2.0 gray and tan,with ferrous nodules / • FAT CLAY w/SAND CH light gray and tan,firm to very stiff - ST 1.25 37 82 1.0 6 0 -with ferrous and calcareous nodules below 4 feet _ -reddish brown below 6 feet 5— ST 1.5 - - ST 2.25 23 58 17 41 - ST 2.5 10- - ST 3.25 13.0 • ' ' SANDY LEAN CLAY CL light gray and tan, very stiff - ST 2.5 19 110 2.3 15 0 4, 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:200+40; OFFSET:50 LT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 • Q. t 1/25/2007 .m N. e� FIGURE PROJECT NUMBER FREE WATER WAS NOT OBSERVED DURING DRY 92065856 A-23 DRILLING OPERATIONS 429 P • BORING LOG NO. B-22 CLIENT: Brown&Gay Engineers, Inc. PROJECT: Improvements to County Road 403 III Houston,Texas BORINGON: See Plan of Borings SITE: From County Road 94 to F.M.865 Pearland,Texas SAMPLES TESTS x za d o W LL Z -� u. =I- ' I- Z W co ❑ J DESCRIPTION W m 3 w W o 2 n o _ 2 ui o cn (Ft; u.. } O Q� az Z J U U Oto Luc W z– N mcl. i= ❑ 0 F- F- co Z o` Approx.Surface Elevation: Existing Grade w N a a <w o o ce o g Z w o I- Q o w ❑ = >- 0) Ua 20 ❑ _. a a min oco u. Un. 111 PAVING - 1.1 5"Asphalt, 8"Base Material - ST 1.5 25 51 20 31 V FILL: FAT CLAY w/SAND _ CH --I - 2.0 gray and tan,with ferrous nodules , FAT CLAY w/SAND - CH light gray and tan,stiff to very stiffST 1.5 -with ferrous and calcareous nodules - below 4 feet – 5— ST 1.75 24 106 53 18 35 1.6 15 0 - -reddish brown below 8 feet ST 2.25 - ST 2.5 23 • 10- - - ST 2.0 , 13.0 SANDY LEAN CLAY - CL Tight gray and tan,very stiff,with ferrous _ � :� and calcareous nodules -– ST 3.75 17 121 4.6 15 0 /j�'} 15.0 15 Boring terminated at 15 feet. STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings.Patched with asphalt BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:205+00; OFFSET:70 RT GRADUAL. CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 .2 t 1/26/2007 3 1I1h1aCDIh1 FIGURE PROJECT NUMBER11 FREE WATER WAS NOT OBSERVED DURING DRY 92065856 A-24 ` DRILLING OPERATIONS 430 BORING LOG NO. E-23 CLIENT: Brown &Gay Engineers, Inc. PROJECT: Improvements to County Road 403 Houston, Texas BORING SPlan s SITE: From County Road 94 to F.M.865 See an of Borings g Pearland,Texas SAMPLES TESTS ❑ o ¢co _o z c DESCRIPTION w m w o o m U LU O Q Z Cc7. o N W W Z IZ' F- W U U 4k o c7 z� @ I— co w CO mw F W ❑ ❑ 1= F mw az j LLy D Approx.Surface Elevation: Existing Grade w }a a_ a w b o cc g g z W o .Q o cc ❑ F co U a U ❑ -4 O_ O- CO U C0 U. U d VJ. FILL: FAT CLAY w/SAND CH V r gray and tan,with ferrous nodules I` - ST 1.5 23 97 1.3 7 0 vJ N 2.0 FAT CLAY w/SAND - CH light gray and tan,stiff to very stiff - ST 1.75 -with ferrous and calcareous nodules - below 4 feet 5— ST 1.75 30 65 22 43 -reddish brown below 8 feet _ ST 2.0 - ST 1.75 10— - ST 2.0 13.0 SANDY LEAN CLAY - CL light gray and tan,very stiff,with ferrous - 2 25 2410 37 .15 2 and calcareous nodules ST 7 2 2.7 13 0 15.0 Boring terminated at 15 feet. 15 STRATIFICATION LINES REPRESENT APPROXIMATE REMARKS: Backfilled with soil cuttings. BOUNDARIES BETWEEN SOIL TYPES. IN SITU,THE FOR INFORMATION PURPOSES ONLY.DO NOT USE FOR DESIGN. TRANSITION BETWEEN STRATA MAY BE MORE STATION:170+90; OFFSET:110 LT GRADUAL CSJ:0912-31-311 WATER LEVEL OBSERVATIONS DATE DRILLED Page 1 of 1 1/26/2007 FIGURE tracon PROJECT NUMBER FREE WATER WAS NOT OBSERVED DURING DRY 92065856 A-25 DRILLING OPERATIONS 431 oh GENERAL NOTES DRILLING&SAMPLING SYMBOLS: SS: Split Spoon-1-3/8"LD.,2"O.D.,unless otherwise noted HS: Hollow Stem Auger ST: Thin-Walled Tube-2-7/8"O.D.,unless otherwise noted PA: Power Auger RS: Ring Sampler-2.42"I.D.;3"O.D.,unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring-4",N,B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary _ SA: Straight-Flight Auger The number of blows required to advance a standard 2-inch O.D. split-spoon sampler(SS)the last 12 inches of the total 18-inch penetration,with a 140-pound hammer falling 30 inches is considered the"Standard Penetration"or"N-value". For 3" O.D. ring samplers (RS) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140-pound hammer falling 30 inches, reported as"blows per foot,"and Is not considered equivalent to the"Standard Penetration" or"N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level AB: After Boring BCR: Before Casing Removal WCI: Wet Cave in WS: While Sampling ACR: After Casing Removal DCI: Dry Cave in WD: While Drilling EOD: End of Day Water levels indicated on the boring logs are the levels measured in the borings at the times indicated.Groundwater levels at other times and other locations across the site could vary. In pervious soils,the indicated levels may reflect the location of groundwater. In low permeability soils,the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Soll Classification System.Coarse Grained Soils have more than 50%of their dry weight retained on a#200 sieve;their principal descriptors are:boulders,cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a#200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Standard Standard Unconfined Penetration or Penetration or Compressive N-value(SS) N-value(SS) Ring Sampler(RS) Strength.Qu,tsf Blows/Foot Consistency Blows/Foot Blows/Foot Relative Density 0 - 0.25 0 - 2 Very Soft 0 - 4 0 - 8 Very Loose 026 - 0.5 2 - 4 Soft 4 - 10 7 - 18 Loose 0.5 - 1 4 - 8 Medium Stiff 10 - 30 19 - 58 Medium Dense 1 - 2 8 - 15 Stiff 30 - 50 59 - 98 Dense 2 - 4 15 - 30 Very Stiff • > 50 > 98 Very Dense > 4 > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s)of other Percent of Major Component constituents Dry Weight of Sample Particle Size Trace 0 - 15 Boulders Over 12 in.(300mm) With 15 - 29 Cobbles 12 in.to 3 in.(300mm to 75 mm) Modifier > 29 Gravel 3 in.to#4 sieve(75mm to 4.75 mm) ,. Sand #4 to#200 sieve(4.75mm to 0.075mm) Silt or Clay Passing#200 Sieve(0.075mm) 0 z RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION i Descriptive Term(s)of other Percent of constituents Dry Weight TERM PLASTICITY INDEX Trace 0 - 5 Non-Plastic(NP) 0 0. With 5 - 12 Low 1 - 10 .1 Modifier > 12 Medium 11 - 30 1 High > 30 Z FIGURE •lreI' cDfl J z 26 432 • • Geotechnical Engineering Report C.R. 403 Sound Walls Pearland, Texas December 21, 2012 Terracon Project No. 92125326 CSJ # 0912-31-196 Prepared for: Brown & Gay Engineers, Inc. Houston, Texas Prepared by: Terracon Consultants, Inc. Houston, Texas • Offices Nationwide Estabiisned in 1965 P1 Employee-Owned terrecon,corn 4 Geotechnical n Environmental ZZ Construction Materials % Facilities • 433 December 21; 2012 a • . . „ . Engineers,.Inc: E3rown.&Gay Fngin 10777 Westheirtie(Ri*th 'Suite 400 • • , •.. HcitiOtOri;;I6x-Op'7790 • Attn Mr • Mioith0..WEJN610rfi: • • • Re; a'006j7t., • C.R403 Sound Walls - Nadal-Kt,Tekat, • Tor*ori (0ject NO;92125326, . •• , :e• • e.$4#'0.9f21;1 00. Qoae.Mr;,-13tatittOtt: • • • tOtta0t)..ii Consultants friei..,(Teitadoti)'16.0.1eateti.td submit our geotechnical engineering report for the project referenced tetisfthatihit,report is i..66156iisivd.to • your project•:000d0;;:'.00004:.*0444 if you h4114A6Si-:141440Nri ::: .0171. b6,:kii:further . 4000f.O.P0,. We appreciate the opportunity to work with you on this project and look forward to providing additional gtdtObilhiOal engineering and construction rhattilalttetting,teiVidet-ih,the ititurt,, t.elivcitni.,Contiittantt Inc • (r0:60:Fferkflegittratic4.Nci.s::F4$272) • Lauren Wdhanison, E IT oreftixFop;P Staff detitedinida[Erbititet, Project Engineer • . „ 41, .................., -Akirb4dt Geotechnical Services 4.1. 1 • Managet.: tkEitttPt: F6010.6*. r17;::1 .2 ,f4=10::': copi .p.i15itittWd; Addtbooe:.-01.,.004efd 4-(.),Pdettofk - ‘.14/8WAL . -- • •• . .,. „... • • , _ . . — Tecrcon COPSU1tflt5Lifl 11555 Clay Road,Suite 100 110.itgpiPc•-17,q0; 1V-41.' • • • 10.-ttiggovoq F 17131 690 W87 terraon,00m • , • Geotechnical Environmental Construction Materials Facilities - • - . 34 TABLE OF CONTENTS Page EXECUTIVE SUMMARY 1.0 INTRODUCTION 1 2.0 PROJECT INFORMATION 1 2.1 Project Description 1 2.2 Site Description 2 3.0 SUBSURFACE CONDITIONS 3 3.1 Geology 1 3 3.2 Typical Profile 3 3.3 Groundwater 4 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION 6 4.1 Wet Weather/Soft Subgrade Considerations 6 4.2 Foundation System 6 4.2.1 Drilled Straight-Shaft Foundation System 6 4.2.2 Drilled Straight-Shaft Foundations—Construction Considerations 9 4.2.3 Foundation Construction Monitoring 11 5.0 GENERAL COMMENTS 11 APPENDIX A—FIELD EXPLORATION Exhibit A-1 Site Location Plan Exhibit A-2 Boring Location Plan Exhibits A-3 and A-4 Field Exploration Description Exhibits A-5 through A-34 Drilling Logs APPENDIX B—LABORATORY TESTING Exhibit B-1 Laboratory Testing APPENDIX C—DRILLED STRAIGHT-SHAFT ALLOWABLE CAPACITY CURVES APPENDIX D—L-PILE PARAMETERS 435 Geotechnical Engineering Report C.R. 403 Sound Walls o Pearland, Texas irreacon December 21, 2012 m Terracon Project No. 92125326 CSJ#0912-31-196 EXECUTIVE SUMMARY A geotechnical engineering report has been prepared for the proposed construction of sound walls along County Road 403 from County Road 94 to F.M. 865 in Pearland, Texas. Thirty test borings, designated B-1 through B-30, were drilled to depths of approximately 35 feet within the alignment of the proposed sound walls. Borings B-15 and B-16 were not drilled along the Sound Wall E alignmenfdue to limited access in this area during the time of our field program. Once access is available, we recommend two additional borings be drilled prior to construction along Sound Wall E to confirm the existing soil conditions are similar to those observed at borings B-15 and B-16. Based on the information obtained from our subsurface exploration, the site can be developed for the proposed project. The following geotechnical considerations were identified: Groundwater was observed at borings B-1 through B-10 and B-12 through B-30 during dry drilling at depths ranging from about 9 to 18 feet. After a 10 to 15-minute monitoring period groundwater was observed at depths ranging from approximately 6%to 13 feet. ■ A drilled straight-shaft foundation system may be utilized to support the structural loads of the proposed sound walls provided the subgrade is prepared as discussed in this report. This summary should be used in conjunction with the entire report for design purposes. Details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled "5.0 GENERAL COMMENTS" should be read for an understanding of the report limitations. Responsive a Resourceful■ Reliable 436 GEOTECHNICAL ENGINEERING REPORT C.R. 403 SOUND WALLS PEARLAND, TEXAS Terracon Project No. 92125326 CSJ #0912-31-196 December 21, 2012 1.0 INTRODUCTION Terracon is pleased to submit our geotechnical engineering report for the proposed construction of sound walls along County Road 403 from County Road 94 to F.M. 865 in Pearland, Texas. This project was performed in general accordance with Terracon Document No. P92090604, dated July 10, 2012. The purpose of this report is to describe the subsurface conditions observed at the 30 test borings drilled for this report, analyze and evaluate the test data, and provide recommendations with respect to: ® Site and subgrade preparation; and ■ Foundation design and construction for the proposed sound walls. 2.0 PROJECT INFORMATION 2.1 Project Description kiefVa£ ,a�-- fi - °"'� " MT,;'z: ' ` '''`�7�,r� f,Sit;? 5 fo-9a„ v xe i 7 -. Ys u w '7i- y. "'^� s� `I,IP x s 4 eUVA ``k e > Desenpt�oh�<C q" �s.,,�'"' .��.�' .k Zsc ci`�>s^k...,.�s covsts;a,:;w.R�'sx.F�%z�< ...,�..��.�.._ :.�. Project Location See Appendix A, Exhibit A-1, Site Location Plan. Site Layout See Appendix A, Exhibit A-2, Boring Location Plan. Structures Eleven sound walls along C.R.403. Based on information provided to us, we understand the sound wall alignments are as follows: Responsive■ Resourceful® Reliable 1 437 Geotechnical Engineering Report irdrittorti"- C.R. 403 Sound Walls Eil Pearland, Texas December 21, 2012 n Terracon Project No. 92125326 CSJ#0912-31-196 ' Summary of Sound�Wali Alignments ` R u _ x - n -iliA0eo*0#oam,nA06ifa Sound Wall $ 1e` Borings h s Length �x Station -' - , feetr „4 Direction ° Wall A B-1, B-2 583 BeginEnd Sta.Sta.103109+7+870 to Left Wall B B-3, B-4, B-5 1,531 Begin Sta. 111+10 to Left End Sta. 126+41 Wall C B-6, B-7, B-8, B-9 1,461 Begin Sta. 127+31 to Left End Sta. 141+92 Wall D B-10, B-11, B-12, B-13 1,824 Begin Sta. 143+44 to Left End Sta. 161+68 Wall E B-14, B-15, B-16 1,015 Begin Sta. 162+98 to Left End Sta. 173+13 Wall F B-26, B-27, B-28, B-29, 1,663 Begin Sta. 189+39 to Right B-30 End Sta. 206+02 Wall G B-25 123 Begin Sta. 181+60 to Right End Sta. 182+83 Wall H B-23, B-24 737 Begin Sta. 143+22 to Right End Sta. 150+59 Wall I B-21, B-22 800 Begin Sta. 133+93 to Right End Sta. 141+93 Wall J B-19, B-20 960 Begin Sta. 123+33 to Right End Sta. 132+93 Wall K B-17, B-18 630 Begin Sta. 115+99 to Right End Sta. 122+29 2.2 Site Description . p ,ter .. ` �: L3 k r 'ry rY w Descipon y � �6 a,Fi xteiIfU _ _4 . fr. _ . Y 'f. 4fromCounty Road 94 to F.M.�• .;raw . m � 03 Site Location A86lo5nign tPheeaCrloaunndt,yTRexoaas. Asphaltic concretepavements, grass, scattered trees, Existing Conditions roadway drainage ditches, and residential fencing. Evidence of above and below ground utilities was observed. Existing Topography Relatively level with drainage ditches along either side of C.R. 403. Responsive o Resourceful® Reliable 2 438 Geotechnical Engineering Report C.R. 403 Sound Walls Pearland,Texas lrerracon December 21,2012 a Terracon Project No. 92125326 CSJ#0912-31-196 3.0 SUBSURFACE CONDITIONS 3.1 Geology The site for the proposed construction is located on the Beaumont formation, a deltaic nonmarine Pleistocene deposit. The Beaumont formation is heterogeneous containing thick interbedded layers of clay, fine sand and silt. The clay fraction is primarily composed of montmorillonite, illite, kaolinite, and finely ground quartz. The clay present in the formation has been preconsolidated by a process of desiccation. Numerous wetting and drying cycles have produced a network of small randomly oriented, closely-spaced joints within some depth zones. These small joints frequently have a shiny appearance and the clays are called slickensided in these cases. The joint pattern may have an influence on the construction and engineering behavior of the soil. The coastal plain in this region has a complex tectonic geology, several major features of which are: Gulf Coastal geosyncline, salt domes, and major sea level fluctuations during the glacial stages, subsidence and geologic faulting activities. Most of these geologic faulting activities have ceased for millions of years, but some are still active. A detailed geologic fault investigation and study of the site geology are beyond the scope of this report. 3.2 Typical Profile The particular subsurface stratigraphy, as evaluated from our field and laboratory programs, is shown in detail on the Drilling Logs in Appendix A. Asphaltic concrete pavement was observed at the locations of borings B-1, B-6, B-7, B-10, B-11, B-13, B-29, and B-30 and exhibited thicknesses ranging from about 2 to 5 inches over zero to 9'/2 inches of crushed stone. Fill soils were observed at the ground surface of borings B-1, B-3, B-4, B-5, B-7, B-8, B-10, B-14, B-16 through B-26,. and B-29 and extended to depths that ranged from approximately 2 to 9 feet below existing grade. The underlying native soils typically consisted of fat clay, lean clay, sandy lean clay, sandy silty clay, silty clayey sand, clayey sand, silty sand, and sand soils and extended to the termination depths of the borings (approximately 35 feet below existing grade). Conditions observed at the boring locations are indicated on the Drilling Logs. Stratification boundaries on the Drilling Logs represent the approximate location of changes in soil types; in- situ, the transition between materials may be gradual. Details for the borings can be found on the Drilling Logs in Appendix A of this report. Based on our field and laboratory programs, test results for the subsurface conditions can be . summarized as follows: Responsive• Resourceful■ Reliable 3 439 Geotechnical Engineering Report C.R. 403 Sound Walls® Pearland, Texas re« on December 21,2012 a Terracon Project No.92125326 _ CSJ#0912-31-196 F r z ys _.Ny Soil Conditions `,,<llt3 ;_, u a {h sr f.yMoisture a x "qtr c "r67 A. W } s s F g. `xu ? �C p A. p s� `-• r 3a a a4a - y � i � 9 a - f? s s F Plasticity. In-situ Contentvs.r Undrained x SPT , ; Percentage , 3 Description , Index 3 Moisture Plastic Y Shear r N Value3 =`of Fines � •:�-x.,�aF,ap ,Ir a e .t 1} '� r o Cont M Limit r Strength b �' Z� o ten (/o� N ti pfl a (/o� hz A s y mrO Fill: Fat Clay, Sand Lean Clay, 14 to 43 8 to 21 -8 to+5 1,900 to 6,100 4 to 6 52 to 90 and Lean Clay Lean Clay, Sandy Lean 4 to 32 7 to 29 -3 to+13 300 to 9,000 4 to 20 53 to 95 Clay, and Sandy Silty Clay Fat Clay 30 to 51 19 to 37 0 to+10 900 to 2,900 10 to 18 92 to 100 Clayey Sand and Silty Clayey 6 to 30 12 to 24 +1 to+9 500 to 1,300 4 to 13 39 to 47 Sand Silty Sand and NP5 18 to 49 - - 2 to 40 4 to 43 Sand The difference between a soil sample's in-situ moisture content and its corresponding plastic limit. 2. Based on unconfined compressive strength tests. bpf=blows per foot. 4. Percent passing the No.200 sieve. NP=Non-plastic. 3.3 Groundwater The borings were advanced to depths ranging from about 9 to 35 feet below existing grade using dry drilling techniques. Wet rotary techniques were used thereafter to the termination depths of the borings. Upon reaching groundwater, drilling was typically suspended for a period of about 10 to 15 minutes to allow the groundwater to rise and the groundwater levels to be recorded. The observed groundwater measurements are summarized in the table below. } Responsive u Resourceful■ Reliable 4 440 Geotechnical Engineering Report i r.L • - --- _ grreeell C.R.403 Sound Walls al Pearland, Texas December 21, 2012 El Terracon Project No. 92125326 CSJ#0912-31-196 Summary of Short Ternv Groundwater Information3 - Boring Approximate Groundwater Depth(feetj� �Boreng a ,4 �,{��,_� Depth �� w .l � � � -� �� s s n palNo i During Drilling t After 5 Iplllmutes ` kAfter 10 Minutes After 15 Minutes ei r Wi. k `` (feet)4 6 ' t,. fi Ys _ + s...�..�..�. �.i.�...r,.k.�z ..,..._k�.,?�..,a,. � .;�N....��'� . .�_.„.+.,.,.,a�-L..x.,..2��.., .;.� . ', 7?_ ,... ..„ . ..�3',r.r i ��.,nom,- s.,�a.as��,.�r,,..Nx�::i B-1 35 18 16% 14% 13 B-2 35 12 11% 11 10% B-3 35 9 7%2 7 72 B-4 35 9 8 8 8 B-5 35 9 7% 7% 71/2 B-6 35 13 11% 11 11 B-7 35 12 10% 10% 10%2 B-8 35 9 9 8% 8 B-9 35 14 9% 9% 9 B-10 35 13 11 10% 10% B-11 35 Dry - - - B-12 35 15 14% 11 9% B-13 35 16 11 10% 10 B-14 35 16 13 10 9% B-15 35 12 11 11 10% B-16 35 15 12 12 12 B-17 35 11 10% 10% - B-18 ' 35 12 11 10% 10%2 B-19 35 11% 12 12 122 B-20 35 16 12 12 11%2 B-21 35 10 9% 9 9 B-22 35 10 8% 8'/ 8 B-23 35 9 8% 8 8 B-24 35 10 9 9 8% B-25 35 • 9 7 7 7 B-26 35 9 7 7 6% B-27 35 11 9 9 9 B-28 35 10 8 8 8 B-29 35 14 12 11 11 B-30 35 13 12 11% - . Below existing grade at the time of our field activities. 2. Wet cave-in:,.. . Responsive® Resourceful o Reliable 5 441 Geotechnical Engineering Report lrairraCen C.R. 403 Sound Walls El Pearland, Texas December 21,2012 ®Terracon Project No. 92125326 CSJ#0912-31-196 These groundwater measurements are considered short-term, since the borings were open for a short time period. On a long-term basis, groundwater may be present at shallower depths. Groundwater will fluctuate seasonally with climatic changes and should be evaluated just prior to construction. 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION The following recommendations are based upon the data obtained in our field and laboratory programs, project information provided to us, and on our experience with similar subsurface and site conditions. Borings B-15 and B-16 were not drilled along the Sound Wall E alignment due to limited access in this area during the time of our field program. Once access is available, we recommend two additional borings be drilled prior to construction along Sound Wall E to confirm the existing soil conditions are similar to those observed at borings B-15 and B-16. 4.1 Wet Weather/Soft Subgrade Considerations Construction operations may encounter difficulties due to wet and/or soft surface soils becoming a general hindrance to equipment, especially following periods of wet weather. If the subgrade cannot adequately support construction equipment, one of the following measures will be required: 1) removal and replacement with select fill, 2) chemical treatment of the soil to dry and improve the condition of the subgrade, or 3) drying by natural means if the schedule allows. Based on our experience with similar soils in this area, chemical treatment is the most efficient and effective method to increase the supporting value of wet and weak subgrade. Terracon should be contacted for additional recommendations if chemical treatment is planned due to soft and wet subgrade. 4.2 Foundation System We understand that drilled straight-shafts are planned for this project. Based upon the field and laboratory data available, along with our previous experience, drilled straight-shafts may be utilized as the foundation system for the proposed sound wall structures. Provided in the following sections are recommendations for this foundation system, along with other geotechnical considerations for the proposed sound walls. 4.2.1 Drilled Straight-Shaft Foundation System The Drilling Logs, presented in Appendix A, were prepared utilizing Wincore software developed by TxDOT. Drilled straight-shaft capacity curves were also generated using Wincore and are presented in Appendix C. We used TxDOT criteria and triaxial test preferred values in Responsive• Resourceful■ Reliable 6 442 Geotechnical Engineering Report C.R. 403 Sound Walls ® Pearland, Texas ® err accon December21, 2012®Terracon Project No. 92125326 CSJ#0912-31-196 developing these capacity curves. Pocket penetrometer values and SPT N-values, although indicated on the Drilling Logs, were not utilized for the capacity curves. These curves were produced using the methodology presented in the TxDOT Geotechnical Design Manual, dated August 2006. We recommend that the skin friction resistance of the soils from the ground surface to a depth of 5 feet be neglected to accommodate for surface effects and due to adjacent drainage ditches. The installation depth of the straight-shafts should be limited to a maximum of 30 feet below existing grade because of the termination depth of about 35 feet of the sound wall borings drilled for this project. '� �t .J`r s � �f.!;s s'n s i 7�"Rk r< -'. �a' i �. -;� - a r nGg a s�� c S r a f�v '3.l'k� �fi.� r Y S ,'i z r s. c t` Z T,. r r �.:�. 1 x 4 i' ask+,. Y t ,-s-b- � 'y yeas".�, p a-.�" �' {�.' '1 +�" ,�.C, y � eTxDOT"Limitations r �i �,.� �w - � ''" i ..'....a✓Yse._su �.'.�,,..,.,r....$zxa�.�.,..<yi.s r.M,..w.x,.,.)f,n_-L-.x.,v vs^_�ra. ...,.:.a?,.v...Fa:ar: sa._a., ..�.f..._s.�.�w.� �r,a.3.<..04., ..4 .r....,,r_._..�..+s...�.,:r.,t t,.� ' 'h.�C lit r � x°a� ti �"' Yt „"c .t��S"i. �5 S�"� • ate Shaft Diameter 4 Maximum Allowable Point Bearing Capacity' '��t c � - k• 9 -fieV`` x s'x(inches),' rp_.A"crft nr a �`--,...s:.._....£.,..i.. ..�..._�...v,."s"..,_...., .�.< i 1".1^.,.._.,...-..r. ca*rs-- Less than 242 0 24to48 2.0 Greater than 48 s '. Allowable Static Frictional Resistance limited to 1.25 tsf, which provides a Reduced Static Frictional Resistance(with Soil Reduction Factor=0.7)of 0.88 tsf for the drilled shafts. 2. Assumed to have no end(point)bearing capacity. 3' Should be evaluated based on TCP blow counts and Figure 5-2 in the August 2006 TxDOT Geotechnical Manual. We recommend that an average of the TCP blow counts below the shaft tip within a distance equal to the greater of twice the shaft diameter or 10 feet be utilized for estimating the limiting end bearing capacity from Figure 5-2 in the August 2006 TxDOT Geotechnical Manual. Each foundation capacity plot provided in Appendix C consists of two curves: one based on skin friction (without point bearing) and the other based on skin friction and point bearing (with point bearing). The capacity curves without point bearing as well as with point bearing are reduced to satisfy the TxDOT frictional resistance limitations. Thus, the skin friction capacity curves (without point bearing) can be used without any further adjustments. The following table provides the maximum allowable point bearing capacity'for the various shaft diameters based on the limitation by TxDOT discussed above. Responsive® Resourceful a Reliable 7 443 Geotechnical Engineering Report C.R. 403 Sound Walls El Pearland, Texas December 21, 2012 o Terracon Project No. 92125326 CSJ#0912-31-196 r Drilled Shaft Maximtm Allowable Point Bearing, Maximum Allowable P,omt Bearing Shaft Diameter s Capacity r �r (inches) ' tons '� . 30 10 36 14 Allowable shaft capacity with point bearing should be the lesser of the capacity given in the"with point bearing"curve and the capacity given in the"without point bearing"curve plus corresponding maximum point bearing capacity from this table. In addition, as recommended in the August 2006 TxDOT Geotechnical Manual, the allowable drilled straight-shaft service loads should not exceed the maximum loads given in the following table. PIWy 2 }�,.YY C e�Y4 JK f 1•X 4 l F iz - S✓C'F' - . " Drilled Shaft Maximum AllowableServrce Loadsn� ;f a r y -.,r ,, : Shaft Diameter Maximum Allowable Service I oatls I 21 A } .. ' '-'Sa , qtr �. k x (inches) _ � s 30 275 36 400 L-Pile design parameters for the drilled straight-shafts are presented in Appendix D. The tables include the effective soil unit weights, the shear strength parameters, and angle of internal friction values. Furthermore, the lateral subgrade modulus values are provided for the cyclic and static loading conditions. Care should be exercised to utilize an appropriate loading condition in the analyses. The L-Pile design parameters presented in Appendix D are applicable for the natural undisturbed soils. The capacities within the upper 5 feet of the on-site soils should be disregarded to account for the presence of surface effects. A detailed lateral load analysis of the proposed drilled straight-shafts was beyond the scope of this project. If requested, a detailed lateral capacity analysis of the proposed drilled straight-shafts can be provided. The tension capacity for a drilled straight-shaft should be limited to 70 percent of the foundation capacity(capacity curve without point bearing) provided in Appendix C in this report. In addition to developing the axial load capacity due to end bearing pressure of the soil at the bottom of the shafts, the drilled straight-shafts develop their axial load capacity due to the cohesive adhesion and/or cohesionless friction generated at the shaft-soil interface along the drilled straight- shaft concrete "skin". Although there is no densification of the surrounding soils when excavating Responsive iz Resourceful ® Reliable 8 444 Geotechnical Engineering Report C.R. 403 Sound Walls o Pearland, Texas irertacan December21, 2012 m Terracon Project No. 92125326 CSJ#0912-31-196 the shafts and placing concrete, the open excavations do allow for some degree of initial soil stress relief. There should be no axial foundation group reduction in cohesive and cohesionless soils if the center-to-center spacing between the drilled straight-shafts is at least three shaft diameters. For example, the center-to-center spacing between two 36-inch diameter drilled straight-shafts should be at least 108 inches for the shafts to act as independent foundations. A center-to-center spacing of less than the recommended three shaft diameters may require axial capacity reduction. However, the reduction is dependent upon the specific soil profile, loading conditions, and foundation dimensions. When actual foundation spacing is known, Terracon must be given the opportunity to review the spacing requirements under the constraints discussed above. Settlement of drilled straight-shafts is a function of loading conditions, foundation dimensions, soil compressibility, and soil preconsolidation. Based on our experience with the soils in this area, we estimate that the settlement of properly constructed drilled straight-shafts to be one inch or less. This will depend upon the specific loading conditions, installed foundations, change of in-situ soil stress, and installation techniques. The maximum vertical movement of drilled straight-shafts may increase as a result of failure to control groundwater or to adequately clean all loose soils from the bottom of the excavation. The performance of the drilled shafts may be compromised for shafts not constructed by tremie concrete placement. 4.2.2 Drilled Straight-Shaft Foundations — Construction Considerations The drilling contractor should be experienced with the subsurface conditions observed at the site, and the excavations should be performed with equipment capable of providing a relatively clean bearing area. Drilled shafts should be constructed and installed in accordance with Item 416 of the 2004 TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. Groundwater was generally observed at depths ranging from about 9 to 18 feet during dry drilling (refer to "3.3 Groundwater Conditions" section of this report). Based on the subsurface conditions observed, the installation of drilled straight-shaft foundations may require the use of the Slurry Displacement Method of installation. If drilled shaft installation is attempted without utilizing the Slurry Displacement Method, zones of sloughing soils and/or groundwater inflow will likely occur during construction. We recommend that provisions be incorporated into the plans and specifications to use slurry and casing to control sloughing and/or groundwater seepage during shaft construction, should it occur. Responsive■ Resourceful® Reliable 9 445 Geotechnical Engineering Report `�� C.R.403 Sound Walls m I Pearland, Texas amn December 21, 2012 m Terracon Project No. 92125326 CSJ#0912-31-196 (�) Where casing is used, removal of the casing should be performed with extreme care and under proper supervision to minimize mixing of the surrounding soil and water with the fresh concrete. Casing placement methods should not trap soft soils between the casing and undisturbed soils. Rapid withdrawal of the casing may develop a suction that could cause the soil and water to flow into the excavation. An insufficient head of concrete in the casing during withdrawal could also allow the water to intrude into the wet concrete. The casing must be removed in order to utilize the capacity curves in Appendix C. In the Slurry Displacement Method of installation, the drilled straight-shaft excavation is filled with a slurry mixture. As a minimum, the level of slurry should be maintained sufficiently above the level of groundwater ingress to maintain a positive head in the straight-shaft excavation. The slurry must be introduced into the drilled shaft bore before reaching groundwater. The slurry must be maintained in the shaft excavation until design termination depth is achieved and should be removed only as concreting proceeds. The properties of the slurry including the density, viscosity, and pH must be carefully controlled and should be in accordance with Item 416 of the 2004 TxDOT Standard Specifications. The successful completion of drilled straight-shafts will depend to a large extent on the suitability of the equipment and the operator's skills. The operation sequence should be scheduled so that the shaft excavation can be completed, reinforcing steel placed, and the concrete poured in a continuous, rapid, and orderly manner to minimize the time the excavation is open. Concrete should be placed as soon as practical and in all instances should be placed within the same day in order to use the capacity curves provided in Appendix C. Slurry remaining in the shaft excavation for long periods of time will build up on the sides of the shaft excavation causing a reduction in skin friction. The following procedures and equipment are recommended for installation of drilled straight-shafts by the Slurry Displacement Method: 1. The bottom of the shaft excavation should be cleaned as well as practical just prior to concreting to remove cuttings. 2. The concrete should be placed by means of a tremie with a one-way valve to prevent ' slurry from entering the pipe. The tremie should extend to the bottom of the shaft excavation to allow upward displacement of the slurry by concrete placement starting at the bottom of the excavation. 3. During concrete placement the end of the tremie should remain several feet embedded within the concrete mass to reduce the entrapment of slurry. 4. The concrete should be relatively fluid to reduce the entrapment of slurry in the concrete. It is recommended that concrete with a slump of 6 to 8 inches be used. 5. The upper few feet of concrete should be expunged from the shaft excavation if found to be contaminated with slurry or soil. 1 Responsive■ Resourceful■ Reliable 10 446 Geotechnical Engineering Report Vitra C.R. 403 Sound Walls Pearland, Texas December 21, 2012 ra Terracon Project No. 92125326 CSJ#0912-31-196 4.2.3 Foundation Construction Monitoring The performance of the foundation system for the proposed structures will be highly dependent upon the quality of construction. Thus, we recommend that drilled shaft installation be closely monitored by a qualified technician experienced foundation installation. During drilled straight shaft installation, the base should be monitored to evaluate the condition of the subgrade. The technician should also monitor shaft excavation, note any unusual installation occurrences, monitor slurry properties, monitor concrete placement and generally evaluate if foundation installation is being performed in accordance with the project specifications. We would be pleased to develop a plan for foundation installation monitoring to be incorporated in the overall quality control program. 5.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth-related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained i from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other services should be undertaken. For any excavation construction activities at this site, all Occupational Safety and Health Administration (OSHA) guidelines and directives should be followed by the Contractor during construction to insure a safe working environment. In regards to worker safety, OSHA Safety and Health Standards require the protection of workers from excavation instability in trench situations. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site Responsive s Resourceful o Reliable 11 447 Geotechnical Engineering Report ,; acen C.R. 403 Sound Walls RI Pearland, Texas December 21, 2012 13I Terracon Project No. 92125326 CSJ#0912-31-196 safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Responsive a Resourceful® Reliable 12 448 APPENDIX A FIELD EXPLORATION 449 N ai -.--.-1.-,211.1.:-..- -....._:„_ jZ 3 �. :'..:7'14,,',77t:-&-'-', ,a ti - r LLCtS Ia 1Cts f 3 I ,_1-';1.. „'.':::T71-,';,- . . . t,'` 1- t J' } er f ,.._:.."'"c,__'''- C T L, :-.---- ,,-..-,••,,,,. '' < D„,_.‘r-,.. jl t 'it z ,i r .e g r -:•7 has;y'uc t1,11* onaifara ^ s` i tc° ., !r r�„ alfr .park sYJ fuel r y �r�.owl..,,,, b 1- t sam s._z' in' " iaa R: 1. 7 ,7 _,s. is yx a, ter �f ,v--� r ,�-7- . . -..---_,;--,1g- r.3" .R . , �$ >y-�#CO scs " �• if`,,,'*.f,----,--.±.'''""':-..:-6, r .r-�7„`�;t�E ",v i7>33�".a' x .,D o-;-�a�' � ;$�aS�f�t7rL:��s�'Cd�"F•t�:� �; ..,,,,-.4r.:::.-:'.. ..,..1.-1,-. 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' itit*Q.,3:1' - ',.4" -{1.1-1' r-' -,-3. -41At...,.,,,, ,.3.- --ttotit-••••••-:-,'",-..'1,„„ _C.:6,:•tt.-'''''y ,-...... it',..'. -, .-„;,..-4t=“-- rt.,';', • ,,•,,,,,,tt,,, ,4., • ---,il ‘"-S,i.C"' z'' ' `....;- ,-'''.4 •', t`-.7-- ..- ,'''t,i,-' '•-Iir:,42L:'k..---""k'"••!--1„.-,., • e;',.,.., ' i„,,:.':". ,p1 ki ,--',,...ti .1,,s,t-tf,, 4il.k.'•,',- ?1,11-1 1 •.kr -..j7"•••,- .4`,•'",-'",,:7::.:',I4,•,,;-'',7:-•fr-,,--;!`` , .!;,•Y .0 rf: :- --Z!,1;,,9";,•4•LA',44 ', - ':. .•' f .. 4,.-:•" ------' =.,: .1t •::.• ''---:--•'•-;- ' ''' ' -''''-'1'•--'''. - ' ' '' ,..r.,::"l' '''•';1!".1-4, .4'•latl,:ik , =' _- t.,,,t,,i11-',4-4 '44^''''...'''': ' t`''.1,.,'2',. Exhibit "J.:1,,..C.ni - . -- •••. 1.,..2,,,,:i.'Z's.--.":').,t ,%', ,!, '..r.,-' S''; ',...=',,,,t,,,","..1.rvi#:-...'4''', , BORING LOCATION PLAN -LW , •-• &RIR ' C.R.403 Sound Walls 5 a 200 400 Fawn. corautiven0.443emeits Along County Road 4p0ea3 friroantodCo, tudislrf 55 1,1211:12B ''...... CSJ 9 0912-31-196 LEGEND 400 inimim 6.440 opromEF ID 111.131 MiZZX 9 "L•Triall SCAIE DWELT Text Road 94 to —2, 41 Geotechnical Engineering Report C.R. 403 Sound Walls El Pearland, Texas "e -aeon December 21, 2012 o Terracon Project No. 92125326 CSJ#0912-31-196 Field Exploration Description To evaluate subsurface conditions, 30 test borings, designated B-1 through B-30, were drilled to depths of approximately 35 feet along the alignment of the proposed sound walls. The borings were drilled using all-terrain vehicle (ATV) mounted drilling equipment at the approximate locations shown on the Boring Location Plan, Exhibit A-2 of Appendix A The borings were located by measuring from existing site features shown on the drawing provided to us without the use of surveying equipment. Boring depths were measured from existing grade at the time of our field program. At the completion of our field activities, the borings were backfilled with grout. Borings located within existing asphaltic concrete pavements were topped at the surface with an asphaltic concrete patch. The Drilling Logs prepared using the TxDOT Wincore software program for the borings are presented in Appendix A. Cohesive soil samples were generally recovered using open-tube samplers. Pocket penetrometer tests were performed on samples of cohesive soils to serve as a general measure of consistency. Granular soils and soils for which good quality open-tube samples could not be recovered were sampled by means of the Standard Penetration Test (SPT). This test consists of measuring the number of blows (N) required for a 140-pound hammer free falling 30 inches to drive a standard split-spoon sampler 12 inches into the subsurface material after being seated six inches. This blow count or SPT N-value is used to evaluate the stratum. A CME automatic SPT hammer was used in advancing the split-barrel sampler at the borings. A greater efficiency is typically achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. Published correlations between the SPT N-values and soil properties are based on the lower efficiency cathead and rope method. The higher efficiency of an automatic SPT hammer affects the SPT N-value by increasing the penetration per hammer blow over what would be obtained using the cathead and rope method. Samples were removed from samplers in the field, visually classified, and appropriately sealed in sample containers to preserve their in-situ moisture contents. Samples were returned to our laboratory in Houston, Texas. Samples not tested in the laboratory will be stored for a period of 30 days subsequent to submittal of this report and will be discarded after this period, unless we are notified otherwise. Exhibit A-3 452 Geotechnical Engineering Report C.R. 403 Sound Walls o Pearland, Texas lrerracord December 21, 2012 e Terracon Project No. 92125326 CSJ#0912-31-196 Texas Cone Penetrometer Tests The borings were characterized by obtaining soil samples and by performing in-situ strength tests by means of the Texas Cone Penetrometer (TCP) Test. The TCP test was performed at about 5- foot depth intervals in general accordance with the procedures outlined in the TxDOT Design Manual: Geotechnical Manual, August 2006. The TCP test is an in-situ soil displacement test whereby a 170-pound hammer is allowed to fall 2 feet to drive a 3-inch diameter cone into undisturbed soils. After initially seating the cone into the soil stratum to be tested, the number of hammer blows is recorded to drive the cone in two sets of 6-inch depth increments into the soils. Where very hard or dense soils are encountered, the distance the cone has penetrated after a series of 50 hammer blows is recorded. This is repeated for two intervals of 50 blows each (a total of 100 hammer blows) for a total penetration of 12 inches or less. Exhibit A-4 453 DR LUNG LOG 1of1 " ",.' County Brazoria Hole 5-1 District Houston WinCore Highway County Road 403 Structure Sound Wall A Date 11-6-2012 (ersion 3.1 CSJ 0912-31-196 Station 104+33.08 Grnd.Elev. 57.63 ft Offset 07.63'L GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev. 0 Strata Description Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (Psi) (Pct] _ ':r.r:;•=i PAVEMENT,2.5"Asphalt,6"Crushed ________1_9__42_24__SPT=6,-#200=52 z : 56.1 lsi.'si Stone FILL,Sandy Lean Clay,gray(SC) 55.1 a:::: CLAY,Lean,very soft,gray and SPT=7 tan(CL) 5 / 3(6)4(6) -w!slickensides 5'to 7' 52.1 , CLAY,Fat,soft,gray and tan 0 19.6_29 1.249_PP=1.5 / (CH) • -wl ferrous stains 5'to 9' __._25..........60....4.1____. PP=1.5 10 If 4(6)6(6) -wl calcareous 10'to 12' 0 1.3 19 1217__PP=1.0 -w/silt pockets 10'to 17' PPPP=2.0 43.6 6(6)7(6) CLAY,Lean,soft,gray and tan, 15 / with silt pockets(CL) / PP=1.0 -Initial GW=18',15-min=13' IS 21 SPT=12,-#200=95 ?8.6 / p9(6)8(6) CLAY,Fat,soft,reddish brown20and gray(CH) PP--.4.0/ PP=4.5 25 / 8(6)8(6) • -w/ferrous stains 25'to 27' 23_ 54 35 PP=3.5 PP=3.0 28.6 PF/ 7(6)8(6) CLAY,Lean,soft to stiff,gray 30 and tan,with calcareous nodules (CL) 0 40 22 129.5 PP=4.5 PP=4.5 35 0/ 12(6)15(6) 21.6 1011 40 Remarks:Boring terminated at 35 feet.Dry augered 0 to 19 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller.Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:1GEOTECH1Prograrn Flles1WincorelWincore192125326192125328.Well-A.CLG 454 �j R1LLING LOG 1 of 1 County Brazoria Hole B-2 District Houston WinCore Highway County Road 403 Structure Sound Wall A Date 10-19-2012 Version 3.1 CSJ 0912-31-196 Station 109+49.61 Grnd.Elev. 54.80 ft Offset 24.07'L GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator _ Wet_ Elev. 0 Strata Description Additional Remarks (ft) G Penetrometer Press. Stress MC LL Pi Den. (psi) Ipsi) _ (pcf) CLAY,Lean,very soft to soft, �8 _____pp=1.0,X200=86 tray and tan,with ferrous stains -w/silt pockets 0'to 5' PP=1.0 5 / 4(6)6(6) 19 46 30 111.3_PP=2.0,4200=87 -WI sand pockets 7'to 10' PP=1.5 10 —� 3(6)4(6) 44.3 CLAY,Sandy Lean,very soft,reddish pP=0.5 brown and light gray,with silt -Initial GW=12',15-min=10.5' pockets&calcareous nodules(SC) 22 24 9 SPT=6,-#200=69 15 5(6)2(6) 39.3 CLAY,Lean,soft to stiff, reddish SPT=16 brown and light gray(SC) 0 ...16.2._,...23_ 129.3—PP=3.0 20 j 7(6)11 (6) PP=3.0 PP=3.75 25 / 5(6)8(6) -w!calcareous 25'to 35' �/ 21 45 27 132 PP=2.5 SPT=15 30 _ 5(6)7(6) _ PP=4.0 18 46 27 PP=4.5 35 14(6)17(6) 18.8 • 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 14 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger.Anthony Beard Organization:Terracon Consultants,Inc. N_1GEOTECH\Pragram FileslWincorelwncore1.92125326\92125525.Wall-ACLG 455 DRILLING LOG 1of1 Le0i7. County Brazoria Hole B-3 District Houston WinCore Highway County Road 403 Structure Sound Wall B Date 10-19-2012 ---/ersion 3.1 CSJ 0912-31-196 Station 114+07.36 Grnd.Elev. 54.00 ft Offset 29.49'1 GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev. O Strata Description Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi)_ (psi) (pcf) _L-; FILL,Fat Clay w/Sand,dark gray and light gray(CH) 21 56 40 PP=1.5 52. CLAY,Lean,soft,with ferrous -/ stains(CL) -•-_._.2U___ 131.4 PP=2.75 5 7(6)7(6) 48.5 - SAND,loose,tan and gray(SP-SM) 23 SPT=5,4200=10 -Initial GW=9',Cave-in=7' �''' 7(67(6) 10 --,=£;- -� SPT=3 15 _./iii.: 9(6)7(6) SPT=13 37. SAND,slightly compact to compact, reddish brown and tan(SP-SM) 20 12(6)13(6) 22 SPT=24,4200=6 •`• 28(6)23(6) 25- :,. 2&5 1 CLAY,Lean,soft to stiff,reddish SPT=16 brown and tight gray,with ferrous stains and calcareous nodules (CL) 19 39 22 PP=4.5 30-- 6 _%' 0 34.7 18 ' 134.2 PP=3.0,4200=86 jPP=4.5 3515(6)16(6) 18. —a 40- Remarks:Boring terminated at 35 feet Dry augered 0 to 9 feet Pocket penetrometer(PP)&SPT data shown was not utilized in design. , The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECH\Program FIeslWinwrelWincore192725325192125326.Wali-B.CLG 456 Di•iiLLING LOG 1 oft 45–'• County Brazoria Hole 8-4 District Houston WinCore Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Version 3.1 CSJ 0912-31-196 Station 118+33.58 Grnd.Elev. 54.60 ft Offset 29.50'L GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator Wet (ft) G0 Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft) G (psi) (psi) _ (pcf) i. FILL,Lean Clay vd Sand,dark PP=2.5 gray,light gray,and tan(CL) -- au! 52.6 CLAY,Lean,soft,light gray and –/ tan,with ferrous stains(CL) 18 42 n_____-•—PP=3.5 5 ---\.; - 6(6)8(6) � 0 11.4 19 –130„L PP=1.5 47.6 - SAND,Silty,loose,reddish brown SPT=3 (SM) -Initial GW=9,15-min=8' 10_:.E-....; 6(61.7.B___ '1 – SAND,loose,tan and reddish brown SPT=12 (SP) 15 –'::' 8(6)9(6) 39.1 _ SAND,slightly compact to compact, 24 SPT=20,X200=6 tan and reddish brown(SP-SM) ''•- `' 12(6)9(6) 20--:-• SPT=23 - 23(6)26(6) 25 – .`- 29.1 1 CLAY,Lean,soft to stiff,reddish 21 46 78 PP=3.0 brown and light gray,with calcareous nodules and ferrous stains (CL) _20 132.7 PP=4.0 . . 30 –.1';- ';' 8(6)12(6) • 24'1 / CLAY,Sandy Lean,stiff,reddish PP=3.0 brown and light gray(CL) 0 26.6 18 29 13 132,7 ,PP=3.0,-#200=64 35 - 6(6)21(6) 18.6 --� 40– Remarks:Boring terminated at 35 feet.Dry augered 0 to 9 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECHVProgram Files\Wiincore\Wncore192125326192125326,Walt-B.CLG 457 DR LU G LOG 1 of 1 County Brazoria tl� Hole B-5 District Houston WinCore Highway County Road 403 Structure Sound Wall B Date 10-22-2012 .Version 3.1 CSJ 0912-31-196 Station 123+60.54 Grnd.Elev. 55.00 ft Offset 26.55'L GW Elev. N/A L Triaxial Test Properties Texas Cone Lateral Deviator Wet Elev. 0 Penetrometer Strata Description press. Stress MC LL PI Den. Additional Remarks (ft) G _(psi) (psi) (pcf) _ 11 FILL,Lean Clay w/Sand,dark 19 pp=4.0,4200=76 •' N gray and tan(CL) see 19 _40_311_ 6 3{1 127.6 -W/ -sand2.75 pockets 0'to 2' 53. CLAY,Lean,soft,gray and tan, -1 with ferrous stains(CL) 5 -�3(6)5(6) PP=2.25 48, SAND,Silty,loose,tan and gray 26 - SPT=3,-#200==36 -;.1'.':' (SM) -Initial GW=9',15-min=7,5' 10J ::: 5S6..LS6) 44.5 - SAND,loose,tan(SP) SPT=2 -\. SPT=10 ti 7(6)5(6) N4.5 20 - SAND,slightly compact,reddish - 21 SPT=21,4200=12 brown and tan(SP-SM) • 25 �.',' 15(6)19(6) -v:.::. SPT=19 - 16(6)22(6) 30 :;i• 24.5 CLAY,Lean,stiff,reddish brown _0 23 20 36 19 133.8 PP=4.5 _ and light gray, with calcareous nodules and silt pockets(CL) PP=4 0 35__,-4-.)_A3(6)16(6) 19. -,_- _. 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 9 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthoney Beard Organization:Terracon Consultants,Inc. N:IGEOTECH1Program FllealWinwretWincore192125326192125326.Wall-13.CLG 458 DrILLING LOG 1 of County Brazoria Hole B-6 District Houston WinCore Highway County Road 403 Structure Sound Wall C Date 11-6-2012 Version 3.1 CSJ 0912-31-196 . Station 1274-75.27 Grnd.Elev. 57.40 ft Offset 07.88'L GW Elev. WA Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev. 0 Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft) G (psi) (psi) (pcf) PAVEMENT,2"Asphalt,6"Crushed SPT=8,4200=42 559 ,,, Stone SAND,Clayey,loose,gray (SC) 54.9 CLAY,Lean,soft,gray and tan SPT=5 53.4 •l (CL) _' 4(6)4(6) CLAY,Fat,soft,gray and tan, 5 with sand pockets and ferrous stains(CH) 19 51 36 134.7 PP=2.5 PP=3.0 48A --/:„.• 5(612.1.(6) CLAY,Sandy Lean,soft,gray and 10 — - tan,with sand seams(SC) + + • PP=1.0 -Initial GW=13',15-min=11' SPT=4 43.4 - 15 5(6)4(6) SAND,Silty,loose,tan(SM) -w/clay pockets 15'to 17' 2L -- SPT=6,-#200=43 20 =•• 5(6)8(6) -w/calcareous 20'to 27' SPT=9 33.4 ^{_ 27(6)47(s) SAND,Silty,compact,tan(SM) 25 —' SPT=20 28.4 CLAY Lean,stiff to hard,gray 30--1 15{6)17{6) _ � g y and tan,with sand pockets(CL) _6 26 13 SPT=•12,-#200=76 35 45(6)50(4) 21.4 —� 40— Remarks:Boring terminated at 35 feet.Dry augered 0 to 14 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger.Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECH%Program Files\Wiencore\Wincore192125326192125326.Wall-C.CLG 459 'RLUNG LOG 1 of1 Arii""' County Brazoria Hole B-7 District Houston WinCore Highway County Road 403 Structure Sound Wall C Date 11-5-2012 ersion 3.1 CSJ 0912-31-196 Station 132+11.44 Grnd.Elev. 57.00 ft Offset 09.16'L GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev0 Strata Description Additional Remarks 00 G Penetrometer Press, Stress MC LL PI Den. (psi) (psi) 1.15.._ (Pcf) =u= PAVEMENT,4"Asphalt,7"Crushed " 1 36_41-24_131.9 PP=2.0 ii Stone 55.5 TAU .E:!! FILL, Lean Clay,dark with -w/ferrous stains 0'to 4' _ss54. Y gray,Y, Mil crushed shell(CL) SPT=4 CLAY,Lean,soft,gray and tan, 5 4(6)4 rz6� with sand pockets(CL) • _.?9—. PP=1.0,4200=90 40 0 12.5 23 131..3_PP=1.5 48 10 i 7(6)5(6) CLAY,Silty,soft,gray and tan -Initial GW=12',Cave-in=10.5' / 2? SPT=5,4200=87 101 43. 15 5(6)5(6) SAND,Ioose to compact,tan(SP-SM) SPT=8 20 24(6)23(6) 24 SPT=9,4200=8 6(6)5(6) 26 SPT=12 28. 70)14(6) SAND,Clayey,stiff,reddish brown 30 and tan,with clay pockets(SC) 24 24 9 4200=47 SPT=13 35 12(6)13(6) 21. 40 Remarks:Boring terminated at 35 feet.Dry augered 0 to 12 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc, N:IGEOTECH\Program FileS WincorelWincore\92125326\92125326.Wa11-G.CLG 460 - DRILLING LOG 1 oft 4/9,5.1.,7.:. County Brazoria Hole B-8 District Houston WinCore Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Version 3.1 CSJ 0912-31-196 Station 136+50.18 Gmd.Elev. 54.70 ft Offset 19.18'L GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev 0 Penetrometer Strata Description Press. Stress MC LL Pi Den. Additional Remarks (ft) G (psi) (psi) (pcf) _ FILL,Lean Clay,dark gray and is _32_14 PP=1.5,-#200=76 tan,with traces of gravel(CL) 52'7 CLAY,Lean,soft,gray and tan, 20 129-3_PP=2.0 "/ with ferrous stains(CL) 5 -. 3(6)6(6) _/ PP=3.0 47'7 / CLAY,Sandy Silty,soft,reddish -/ brown and gray(SC) 0 5.9 24 25 4 127 PP=1.0,4200=60 _ -Initial GW=9',15-min=8' 10 ... 5(6)6(6) 44.2SPT=6 SAND,Silty,slightly compact, reddish brown and tan(SM) 15_ l'..i', (6)11(6) 39.2 _ _22 _SPT=14,4200=4 - SAND,compact to dense,reddish brown and light gray(SP) 20--:: 32(6)49(6) SPT=18 :- /- 17(6)27(6) 25-r_ia° 29.2 .P,-•.: SAND,slightly compact,reddish 22 SPT--40,4200=6 brown and light gray(SP-SM) ^ "''. 11(6)12(6) 30-r= :: 24.2 :,.',....,..- CLAY,Lean,very stiff,reddish —7 67 7 18 46 28 134.1 PP=4.5 f brown and light gray,with calcareous nodules(CL) PP=4.5 • 35 26(6)22(6) p 18.7 --4 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 10 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N_1GEOTECHIProgam Fiies1WincorelWineoret92125326.92125326.Wall-C.CLG 461 : DRILLING LIG 1of1 County Brazoria Hole B-9 District Houston WinCore Highway County Road 403 Structure Sound Wall C Date 10-23-2012 fersion 3.1 CSJ 0912-31-196 Station 141+54.53 Grnd.Elev. 55.80 ft Offset 26.81'L GW Elev. NFA L Texas Cone Triaxial Test Properties Lateral Deviator Wet Elev. 0 Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks ( ) G (psi) (psi)_ (pcf) CLAY,Lean,soft,gray and tan, 12 __725,7 PP=4 5 with ferrous stains and calcareous nodules(CL) 14 48 31 PP=4.0 5 7(6)7(6) 0 24.2 22 _-_926,Z_PP=1.5 48.8 CLAY,Lean,soft,reddish brown —/ and tight gray(CL) SPT 8 10 —�� 5(6)5(6) 24 27 12 SPT=5,-#200=83 -Intial GW=14',15-min=9' is 3(6)6(6) 40.3 SAND,Silty,compact,reddish SPT=12 brown and tan(SM) 25(6)24(6) 23 SPT=27,-#200=16 25 23(6)27(6) SPT=23 26.8 / CLAY,Lean,stiff,reddish brown 30 17(6)10{6) and light gray(CL) 17 PP=3.0,-#200=91 0 48.1 20 37 21 13.3.2 PP=4.5 35 13(6)16(6) 19.8 --� • 40— Remarks:Boring terminated at 35 feet Dry augered 0 to 15 feet Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger.Anthony Beard Organization:Terracon Consultants,Inc. N:\GEOTECHtProgram Fl1estWincorelwincore\92125326192125326.Wall-C.CLG 462 DRILLING LOG 1 oft County Brazoria Hole B-10 District Houston WinCore Highway County Road 403 Structure Sound Wall D Date 11-5-2012 Version 3.1 CSJ 0912-31-196 Station 146+53.34 Grnd.Elev. 56.76 ft Offset 19.78'L GW Elev. N/A Triaxial Test Properties L Texas Cone Elev, 0 Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pcf) PAVEMENT,2"Asphalt,9.5"Crushed 55.3 Stone _.,_20 44 27 PP=2.0 �E,!! FILL,Sandy Lean Clay,dark gray 53.8 (CL) _20______ 131.9 PP=2.0,4200=85 CLAY,Lean,soft,gray and tan 4(6)4(6) (CL) 5 v. PP=2.0 21 412.3 PP=2.5 47.8 red fiO 5 6 CLAY,Sandy Lean,soft,gray and 10 "� ) tan,with calcareous nodules and / sand pockets(SC) _7.5_,. 130.4 PP=0.5,4200=57 44 8 -Initial GW=13',15-min=10.5' SAND,Silty,slightly compact SPT=18 to compact,tan(SM) 15 12(6)15(6) SPT=3 • 20 14(6)12(6) SPT=29 25 33(6)25(6) _22 SPT=29,4200=14 27.8 % CLAY,SandyLean,verystiff, 30 / 33(6)43{6) / gray and tan,with calcareous nodules(SC) _ SPT=13 _17 135.6 PP=4.0 35 !22(6)34(6) 20.8 40 Remarks:Boring terminated at 35 feet Dry augered 0 to 14 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N;\GEOTECHIProgram FileslWincore\Wincofe\92125326.92125326.Wall-D.CLG 463 DRILLING LOG 1 oft `9 OEM` County Brazoria Hole B-11 District Houston WinCore Highway County Road 403 Structure Sound Wail D Date 10-31-2012 `fersion 3.1 CSJ 0912-31-196 Station 151+53.58 Grnd.Elev. 57.06 ft Offset 22.05'L GW Elev. NIA Triaxial Test Properties L Texas Cone Lateral Deviator Wet - (ft) Strata DescriptionAdditional Remarks Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pcf) -El. PAVEMENT,2.5"Asphalt,5"Crushed 55.6 pp=1.0 ;® Stone CLAY,Fat,very soft to soft, -w/ferrous stains 0'to 4' Tdark gray(CH) 23 593 PP=1.5 5 / 3(6)4(6) -w/calcareous 5'to 14' g25 127.1 PP=2.0 PP=1.5 ;11 5(6)4(6)_ 10 40 PP=3.5 PP=1.0 43.1 / 7(6)9(6) CLAY,Sandy Lean,soft,gray and 15 tan,with sand pockets(SC) / 16 30 15 PP=3.5,4200=69 40.1 % CLAY,Lean,soft to stiff,gray 21 131.8 PP=1.5 and tan,with calcareous nodules (CL) 20 9(6)15(6) PP=2.5 PP=3.0 • 25 ! 7(6)8(6) PP=3.5 30.1 / CLAY,Fat,stiff to very stiff, 23 54 31 —PP=3.5 gray and tan(CH) 30 / 13(6)16(6) -reddish brown 30'to 35' / PP=4.0 • / PP=3.5 35 • / 18(6)24(6) 21.1 • 40 Remarks:Boring terminated at 35 feet.Dry augered 0 to 35 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Jerry D'Orio Organization:Terracon Consultants,Inc.. N:\GEOTECMProgram FileslWinconse incore\92125326192125326,Wa11-D.CLG 464 D.-TILLING LOG 1 oft County Brazoria Hole B-12 District Houston WinCore Highway County Road 403 Structure Sound Wall D Date 10-24-2012 Version 3.1 CSJ 0912-31-196 Station 155+65.93 Gmd.Elev. 56.30 ft Offset 29.16'L GW Elev. NIA L Triaxial Test Properties Texas Cone Lateral Deviator Wet Elev. 0 Strata Description Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (Psi) (psi) (Pcf) CLAY,Fat,soft,gray and tan PP=1.5 (CH) _33 J.2._49 PP=1.5,4200=92 5 4(6)4(6) 0 15.4 35 114,9-PP=1.5 T_ 30_0__39 _—PP=1.0 • 10 -/ 4(6)5(6) 45.8 -J CLAY,Fat,soft,reddish brown PP=2.5 and light gray, with calcareous nodules(CH) 22.8 20 130 5 PP=4.0 15 / 8(6)9(6) -Intitial GW=15',15-min=9.5' 20 ___SPT=18,4200=100 • 23 50 30 PP=4.0 20 '- 9(6)8(6) PP=3.5 0 23.8 28 123.3 PP=3.75 25 ,/ 7(6)8(6) PP=3.0 —✓ 28 69 44 PP=3.0 • 30 -/- 7(6)8(6) P=2.75 PP=3.0 35-/- 8(6)10(6) 20.3 40 - Remarks:Boring terminated at 35 feet.Dry augered 0 to 15 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECH1Prograii Fles\Wincorelwincore\92125326192125326.Wall-D.CLG 465 ' LUNG LOG 1 of 1 , County Brazoria Hole B-13 District Houston WinCore . Highway County Road 403 Structure Sound Wall D Date 10-30-2012 - 'version 3.1 CSJ 0912-31-196 Station 160+01.90 Gmd.Elev. 56.40 ft Offset 20.08'L OW Elev. NIA Triaxial Test Properties L Texas Cone Lateral Deviato Wet Elev. O penetrometer Strata Description press. Stress MC LL P1 Den, Additional Remarks (ft) 0 (psi) (psi) (pcf) NIS PAVEMENT,2.5"Asphalt,5"Crushed ;$7__70_95 PP=1.0 s:_a_: Stone — __ 54.9 CLAY,Fat,very soft to soft, gray and tan CH 5 -°'" 3(6)4(6) -WI calcareous 6'to 14' PP=2.5 —1., / _, PP=1A 10' 5(6)7(6) -wI slickensides 10'to 12' PP=2.5 PP=2.0 42.4 '' 8(6)9(6) SAND,Clayey,loose,gray and -Initial GW=16',15-min=10' 15-' tan(SC) 40.4 -Vi, 19 26 13 PP=0.5,4200=45 SAND,Silty,loose,tan,with clay pockets(SM) SPT=11 —r' 20 5(6)8(6) \_.,' •' 35.4 r PP=3.0 " CLAY,Fat,soft to stiff,reddish brown(CH) PP=2.5 _/ 25 ,I 6(6)8(6) -w/slickensides 25'to 27' -/ PP=3.0 --- PP=2.5 30 8(6)11(6) _/ PP=2.0 _//' -w/calcareous 32'to 34' -,, PP=3.0 35 12(6)12(6) 20.4 — 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 19 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. • The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECHiProgram F1eslWincorelWincoret92125326192125326.Wail-D.CLG 466 ✓ DRILLING LSG 1of1 County Brazoria Hole B-14 District Houston WinCore Highway County Road 403 Structure Sound Wall E Date 10-8-2012 Version 3.1 CSJ 0912-31-196 Station 164-1-29.48 Grnd.Elev. 56.10 ft Offset 91.23'L GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral peviator Wet Elev. 0 Strata Description Additional Remarks (ft) G Penetrometer Press. stress MC LL PI Den. (psi) (psi) (pcf) _ ME! FILL,Fat Clay,dark gray,brown, — �3-.. 20 43 PP=4.5,-#200=90 MI and tan,with sand pockets(CH) 54.1 MI e CLAY,Fat,very soft to soft, -/ gray and tan,with ferrous stains (CH) PP=3.0 /5 / 3(6)4(6) 0 16.2_3 _ 121.5 PP=2.5 / PP=2.0 Air pi 10 4{6}5(6) 27 59 3L_ �PP=1.5 40 I IP r _28 1.29..8_PP=1.0 42.1 10(6)16(6) SAND,Silty,slightly compact, 15 reddish brown(SM) SPT=16 , -Initial GW=16',15-min=9.5' 38.1 _23 SPT=17, #200=94 CLAY,Fat,soft to stiff,reddish / 11 (6)13(6) 20 brown and light gray,with slickensides / CH / PP=3.5 /iii 0 40.2 27 126.8 PP=3.0 25 Ø7(6)a(6) • PP=3.0 di PP=3.25 Air 30 /...._.96)10(61 25.619 34 18 PP=4.0,4200=82 0 CLAY,Lean,stiff,reddish brown -- • and fight gray, with calcareous nodules(CL) PP=4 5 • • 35 v 15(6)18(6) 20.1 Ittl 40 I Remarks:Boring terminated at 35 feet.Dry augered 0 to 20 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. I i The ground water elevation was not determined during the course of this boring. Driller.Terracon Consultants,Inc. Logger.Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECI-I\Program FlesMiincorelWiincwe192125326192125328.Wall-E.CLG 467 ® rlLUNG LOG 1 of Arial• County Brazoria Hole B-15 District Houston WinCore Highway County Road 403 Structure Sound Wall E Date 10-24-2012 '?ersion 3.1 CSJ 0912-31-196 Station 170+62.56 Grnd.Elev. 54.70 ft Offset 59.19'L GW Elev. NIA Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev. 0 Strata Description Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) Ipsi) (pcf) CLAY,Lean,soft,gray and tan, -/ PP=4.5 with calcareous nodules and ferrous stains(CL) 17 49 32 133.5 PP=4.5 5 5(6)6(6) PP=3.0 PP=3.0 45.7 5(6)3(6) CLAY,Sandy Lean,very soft to 10 � " soft,reddish brown and light gray(SC) 0 5.1 21 41 25 123.5 PP=1.0,4200=67 -Initial GW=12',15-min=10.5' 42'7 -,-� SAND,Silty,slightly compact, SPT=14 reddish brown and light gray(SM) 15- '. 14(6)23(6) 25 _ SPT=5,4200=24 'S'7 29(6)25(6) SAND,compact to dense,reddish 20 -;:.'. brown and tan(SP) SPT=24 25_,•• :: 35(6)45(6) 29.2 CLAY,Fat,soft to stiff,reddish SPT=10 _� brown and light gray(CH) 0 1J__ _3 — 122 PP=2.75 30-� 6(6)7(6) 23 59 37 PP=4.25,4200=98 PP=4.5 359(6)12(6) 18.7 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 14 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger.Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECI5Program FileslWiincorelWincore192125326192125326.Wall-E.CLG 468 DRELLING LOG 1 of 44"'"v"'� County Brazoria Hole B-16 District Houston WinCore Highway County Road 403 Structure Sound Wall E Date 10-25-2012 Version 3.1 CSJ 0912-31-196 Station 173+25.98 Grnd.Elev. 54.70 ft Offset 71.30'L GW Elev. NIA Triaxial Test Properties L Texas ConeEleLateral Deviator We# ) 0 Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft (ft) G Ansi) (psi) (pct) _ FILL,Sandy Lean,dark gray and 8 36 20 PP=4.0, #200=52 1.11 tan, with crushed stone(CL) 52.7 CLAY,Lean,soft,light gray and PP-3.0 -� reddish brown,with calcareous nodules(CL) 5 j 9(6)8(6) _/ _ __1.5__41__2.8__136..1_ PP=3.0 47.7 // CLAY,Sandy Lean,very soft,light PP=1.0 _� gray and reddish brown,with sand pockets(SC) 10 - 3(6)3(6) _"/" SPT=7 1 f 40.7 --_, 15-- :: 7(6)12(6) SAND,Silty,loose,reddish brown -Initial GW=15',15-min=12' ___27 SPT=14,4200=23 �'.1" 35.7 -:T:' 23(6)25(6) SAND,slightly compact to compact, 20-;; reddish brown and tan(S PSM) SPT=20 25 --' 16(6)20(6) _21 SPT=38,4200=7 --7*. 30(6)23(6) 30- 24.2 CLAY,Fat,stiff,reddish brown 0 39.8 29 121.3 PP=2.5 _� and fight gray(CH) _� 25 59 37 PP=3.0 35 -,- 11 (6)12(6) 18.7 -- 40- Remarks:Boring terminated at 35 feel Dry augered 0 to 15 feet.Pocket penetrometer(PP)&SPT data shown was not utilized In design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:\GEOTECH1Prograrn FllestWincoreWWincore\92125326192125326.Wall-E.CLO 469 DR LUNG LOG 1of1 County Brazoria Hole V 5-17 District Houston WinCore Highway County Road 403 Structure Sound Wail K Date 10-9-2012 _version 3.1 CSJ 0912-31-196 Station 115+57.44 Gmd.Elev. 57.40 ft Offset 34.43'R GW Elev. N/A Triaxial Test Properties L Texas Cone Elev.. Strata Description Lateral Deviator — - Wet Additional Remarks Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pcf) 8I!! FILL,Sandy Lean Clay,dark gray Hili: 14 47 26 PP 4.5 Eq and brown(CL) ttpt iiiii ::t 17 130.6_•,PP=4.5 53.4 hi 4(6)5(6) CLAY,Sandy Lean,soft,light 5 -/ - -'- gray and tan,with ferrous stains -/ and calcareous nodules(SC) PP=2.5 -/ 17 34 17 PP=4.0,4200=67 . 48.4 10 J5( 4(5) SAND,Silty,loose,light gray '.-;i:•' and tan(SM) SPT=5 --. .;11 -Initial GW=11',10-min=10.5 43.4 • 10(6)10(6) SAND,loose to slightly compact, 15-:.:: reddish brown(SP-SM) SPT=4 20 ' 4(6)6(6) \__-' 21 SPT=9,4200=6 33.4 : 25- SAND,compact,reddish brown(SP-SM) SPT=11 28.4 30_..„00 9(6)11(6) CLAY,Fat,stiff,reddish brown and light gray, with slickensides --.." and calcareous nodules(CH) 0 31.6 19 133 PP=2.5 25'4 -L CLAY,Sandy Silty,stiff,reddish 18 22 7 SPT=20,4200=67 -� brown and light gray(SC) • 35 / 10(6)17(6) 21.4 -- 40 - Remarks:Boring terminated at 35 feet.Dry augered 0 to 12 feet Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECH1Program FileslWincorelWincore192125326192125326.Wal!-KCLG 470 DRILLING LOG 1of1 County Brazoria Hole 8-18 District Houston WinCore Highway County Road 403 Structure Sound Wall K Date 10-15-2012 Version 3.1 CSJ 0912-31-196 Station 121+11.62 Grnd.Elev. 58.50 ft Offset 35.45'R GW Elev. NIA Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev. O Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft) G _(psi) (Psi) (pcf) liii FILL,Fat Clay,dark gray and IR brown,with scattered roots(CL) • 56.5 NP. pig FILL,Lean Clay w/Sand,gray a== and tan,with calcareous nodules _13___44_28 PP=4.5 iilii isiii and ferrous stains(CL) =hili 10(6)10(6) 5 hiiii iiilil PP=3.0 iffiee [[3[[ ,:a[: 0 30.9 14 —__.___12.6.3 PP=3.6 !666!6 49.5 --- 10 [`: 5(6)4(6) SAND,Silty,loose,reddish brown (SM) —.4.9____-._ SPT=7,4200=18 -Initial GW=12',Cave-in=10.5' 15 :='' 9(6)9(6) SPT=13 39.5 24(6)19(6) SAND,Silty,compact to dense, 20 reddish brown(SM) _24 SPT=28,4200=24 25 .';•r 50 (5.5)50(3) SPT=36 30 ::: 37(6)43(6) 28. Iedi CLAY,Lean,stiff,light gray — 20 42 25 —SPT=13 / and tan,with ferrous stains(CL) gi _17 134.9 PP=4.25 35 / 11(6)11(6) 22.5 40 Remarks:Boring terminated at 35 feet.Dry augered 0 to 12 feel Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECHIProgram FileslWincoreMiincore192125326192125328.Well-KCLG 471 DRILLING LOG 1 oft " County Brazoria Hole B-19 District Houston WinCore Highway County Road 403 Structure Sound Wall J Date 10-16-2012 �–.Version 3.1 CSJ 0912-31-196 Station 1254-37.89 Grnd.Elev. 59.00 ft Offset 39.01'R GW Elev. N/A Triaxial Test Properties L Texas Cone Lateral Deviator _ y — _ Wet Elev. 0 Strata Description Additional Remarks ({t) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (Pcf) •;. . FILL,Fat Clay w1 Sand,dark gray, `if gray,and brown(CL) ____-- _i8_52-35_ PP=3,0 jiff 57. Ulf FILL,Lean Clay w1 Sand,gray 16 130.,5_ PP=4.5 •el and brown,with sand pockets(CL) Siff55. 10(6)8(6) CLAY,Lean,soft,light gray and 5 tan,with calcareous nodules, –/ ferrous stains, and sand pockets PP=2.5 (CL) 0 13.5 21 38 20 1261_P P=1.5,4200=87 10 '–'5:.-- 4(6)5(6) 48.5 SAND,Silty,loose,reddish brown SPT=S (SM) -Initial GW=11.5',Cave-in=12' • 15– 7(6)7(6) 27 SPT=3,4200=28 20–;':g. 5(6)6(6) •6.5 – SAND,slightly compact to compact, SPT=15 ``• reddish brown(SP) 25–:r: 24(6)26(6) -with gravel 25'to 30' '.1r SPT=23 • _:ti.. r•i: ;; 30 –: ; • 21 (6)33(6) 22 SPT=24 --t. 9(6)12(6) 35 `• 23. 40– . Remarks:Boring terminated at 35 feet.Dry augered 0 to 12 feet Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants;Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECH\Program F1eslWincorelWincore192125326192125326.Wall-J.CLG 472 ,, - DRILLING LOG 1 oft �'k t,` County Brazoria Hole B-20 District Houston WinCore Highway County Road 403 Structure Sound Wall J Date 10-16-2012 Version 3.1 CSJ 0912-31-196 Station 129+35.09 Gmd.Elev. 59.00 ft Offset 36.99'R GW Elev. NIA LTexas Cone Triaxial Test Properties Elea 0 Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (POD S FILL,Lean Clay w/Sand,stiff, 0 Z5-5-9 115.1 PP=2.0,-#200=79 gli dark gray, brown,and light gray, with scattered roots(CL) -with gravel 0'to 2' _t ' -__ __.____. _i2.--35 18 PP=4.5 55. a 5 I 10(6)13(6) FILL,Sandy Lean Clay,soft,light gray,tan,and brown,with scattered roots and calcareous nodules(SC) _0_2.6,4_1_0 126.9 PP=4.5 ir ' ____.15.. 04 PP=2.5 50. n:: 6(6)9(6) CLAY,Silty,soft,reddish brown 10 and gray(CL) -Initial GW=10`,Cave-in=11.5' ___1.9_ SPT=7,-#200=85 15 4(6)7(6) 43.5 SAND,Silty,slightly compact, SPT=10 reddish brown and gray(SM) 20 :' ` 17(6)18(6) SPT=14 35. '•' : : : 60(4)50(2) SAND,Silty,dense,reddish brown 25 -1.4 (SM) _1$ SPT=31,-#200=22 30 , 50(5:5)50(3) 28.5 SAND,slightly compact,tan(SP) SPT=39,-#200=7 35 11(6)12(6) 23. 40 Remarks:Boring terminated at 35 feet.Dry augered 0 to 17 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthoney Beard Organization:Terracon Consultants,Inc. N:\GEOTECHIProgram Fles1WincorelWincore192125326192125326.Walk-J.CLG 473 517- DRIILU N G LOG 1 of 1 x#Goy "' 'W County Brazoria Hole B-21 District Houston WinCore Highway County Road 403 Structure Sound Wall I Date 10-16-2012 Version 3.1 CSJ 0912-31-196 Station 136+33.56 Gmd.Elev. 55.40 ft • Offset 37.58'R GW Elev. N/A L Texas Cone Triaxial Test Properties Elev. 0 Strata Description Lateral Deviator -Wet (ft) G PenetrometerPress. Stress MC LL PI Den. Additional Remarks (psi) (psi) (pcfl _ !P.; FILL,Lean Clay,dark gray and PP=4.0 II% brown,with scattered roots(CL) Ilii 53.4 / CLAY,Lean,soft,dark gray,with f _ 15 126.6..PP=4.0,-#200=87 scattered roots and ferrous stains (CL) 5 -� 6(6)6(6) 49.9 CLAY,Sandy Lean,soft,light 20 35 12 PP=2.0 gray and tan, with silt seams (SC) _O____ 6.,4 24 120.2 PP=2.0 1 10 -.1%-; 7(6)5(6) -Initial GW=10',15-min=9' 44'9SPT=3 - SAND,Silty,loose,reddish brown (SM) 15 - 5(6)5(6) SPT=6 38.4 SAND,Silty,slightly compact - to compact,reddish brown(SM) 20 :• 18(6)21 (6) 24 SPT=24,-#200=17 25 '.i 24(6)33(6) SPT=36 27.4 CLAY,Lean,stiff,reddish brown and light gray, with calcareous 10(6)16(6) 30 / nodules(CL) PP-4.0 1 - 20 30 11 PP=3.75 35 r.„-;'-' 13(6)18(6) 19.4 - 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 10 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. - ,The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:tGEOTECMProgram FIes1WincoretWincore192125326\92125326.WaUH.CLG 474 LUG LOG 1 oft County Brazoria Hole B-22 District Houston WinCore Highway County Road 403 Structure Sound Wall I Date 10-17-2012 Version 3.1 CSJ 0912-31-196 Station 139+09.32 Gmd.Elev. 55.30 ft Offset 38.88'R GW Elev NfA L Texas Cone Triaxial Test Properties Elev. 0 Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pen_ Its FILL,Lean Clay wf Sand,with 110, 41 25 126.9 PP=2.5 scattered roots and ferrous stains HEN (CL) PIG it PP=2.5 51.3p_ 6(6)8(6) CLAY,Lean,soft,light gray and 5 tan,with ferrous stains(CL) _.9 PP=2.5,4200=83 • PP=2.0 46.3 SAND,Silty,loose,reddish brown 7(6)8(6) -Initial GW=10',15-min=8' 10 and tan(SM) r23 SPT=4,4200=14 15 -RI 7(6)10(6) SPT=12 37.3 SAND,Silty,slightly compact to 20 21 (6)21 (6) n(SM)act,reddish brown and SPT=23 25 ?. 13(6)14(6) _22 SPT=26,-#200=21 • 30 :`• 22(6)15(6) 24.8 CLAY,Lean,stiff,reddish brown 0 25 19 36 18 133.1 PP=3.25 and light gray,with silt pockets and calcareous nodules(CL) PP=4.0 • 35 10(6)14(6) 19.3 40— Remarks:Boring terminated at 35 feet.Dry augered 0 to 12 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,inc. N:IGEOTECMProgrem FileslwincoreMiincore192125326192125326.Wall-LCL0 475 DRILLING L•G oft "FEZ. County Brazoria Hole B-23 District Houston WinCore Highway County Road 403 Structure Sound Wall H Date 10-18-2012 -. �rersion 3.1 CSJ 0912-31-196 Station 146+01.53 Gmd.Elev. 54.80 ft Offset 31.41'R GW Elev. N/A Triaxial Test Properties L Texas ConeLateral Deviator 1lVet Elev. 0 Strata Description Additional Remarks (ft) G Penetrometer Press. Stress MC LL Pi Den. (psi) (psi) (pcf) FILL,Lean Clay,with scattered I IEs" roots and ferrous stains(CL) PP=4.0 :ai:• 81 3 5.,PP=4.5,-#200=89 50.8 5(6)5() CLAY,Lean,soft,reddish brown 5 - and light gray(CL) PP=2.0 SPT=8 -Initial GW=9',15-min=8' 10 5(6)6(6) • • _SPT=7,-#200=72 40.8 20(6)21(6) SAND,Silty,slightly compact 15 to compact,reddish brown and tan(SM) SPT=15 • 20 -; .'.12(6)15(6) I.3 - SAND,dense,tan(SP SM) 23 SPT=28,4200=8 25-t^ : 40(6)45(6) °`` SPT=23 25.8 11 (6)14(6) CLAY,Lean,stiff,reddish brown 30- and light gray, with silt seams (CL) PP=2.5 0_ 21.4 20 31 14 1319 PP=2.5 35 11 (6)12(6) 18.8 - 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 9 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. rhe ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECH1Pnogram FileslWincorelWincae192125326192125326.WaUN4,CLG 476 fRI UNG LOG 1of1 IF,4% County Brazoria Hole B-24 District Houston WinCore Highway County Road 403 Structure Sound Wall H Date 10-18-2012 Version 3.1 CSJ 0912-31-196 Station 148+38.59 Grnd.Elev. 54.70 ft Offset 30.54'R GW Elev. N/A _ Wet Triaxial Test 1 Properties L Texas Cone Lateral Deviator _ _ M Elev. 0 Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft) {ft) G (psi) (psi) , (act) FILL,Lean,dark gray,gray,and 0 37.7 19 42 26J.39.2_PP=1.5 tan, with sand pockets(CL) 52.7 / CLAY,Sandy Lean,soft,light PP=2.0 -/ gray and tan(CL) 5 j 4(6)5(6) 49 2 -/ SAND,Silty Clayey,loose,reddish 0 6.6 19 24 6_129.._PP=1.0,4200=39 brown and light gray(SC-SM) SPT=4 10 -':..1- -1:: 4(6)5(6) -Initial GW=10',15-min=8.5' 44.2 SPT=10 -;;: SAND,Silty,loose,reddish brown and tan(SM) 16 J':;� 6(6)6(6) 39.2 SAND,Silty,compact,reddish _22 SPT=32,4200=14 �; brown and tan(SM) . 20-;:s- 23(6)24(6) _ ' SPT=26 25- -."•d- 30(6)48(6) _23 _SPT=37,4200=14 25.7 / CLAY,SandyLean,stiff to very f 11(6) 14(61_ stiff,reddish brown and light pP=3.0 -/ grey(SC) 18 28 11 PP=2.0,4200=56 35 23(6)20(6) 18.7 -- 40- Remarks:Boring terminated at 35 feet.Dry angered 0 to 10 feet Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:\GEOTECHWrogram Fles\Wincoreiwincore192125326192125326.wall-H.CLG 477 DRILLING LOG 1 oft County Brazoria Hole B-25 District Houston WinCore Highway County Road 403 Structure Sound Wall G Date 10-26-2012 Version 3.1 CSJ 0912-31-196 Station 183+91.37 Grnd.Elev. 52.80 ft Offset 25.20'R GW Elev. N/A L Triaxial Test Properties Texas Cone Lateral Deviator Wet 0 Penetrometer Strata Description Press. Stress MC LL P1 Den. Additional Remarks (if)tr) G (psi) psi) (pct) — FILL,Sandy Lean Clay,with scattered _75 37 22 PP=1.0 4 roots(CL) 50.8 4>:f _:::1;'',:' SAND,Clayey,loose,with ferrous Pp=1.75 stains(SC) 5 �_ 616)7(6) ______ 0 14 -.15 132.8 PP=1.5,-#200=45 45.8 SAND,Silty,loose,reddish brown SPT=5 and tan(SM) -Initial GW=9',15-min=7' 10-';r 6(6)5(6) SPT=7 15-re:' S(8)8(S) 37.3 SAND,loose,reddish brown and SPT=7 f- :•:" tan(SP) 20- 8(6)8(6) � 23 SPT=6,-#200=7 -.i:: 8(6)10(6) 25-:::. 27.3 CLAY,Lean,soft to stiff,reddish 0 34.3 19_ 132.3 PP=3.0 f brown and light gray,with calcareous nodules(CL) 19 49 31 PP=3.0 30 7(6)13(6) PP=4.0 _- 0 45.6 18 133.6 PP=4.5 l 35 / 11(6)13(6) 16.8 ---e" 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 9 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECHIProgram FilestWinconetWincoreN92125326192125326.WalI-G.CLG 478 . iii- DRILLING LOG 1 of """""7 County Brazoria Hole B-26 District Houston WinCore Highway County Road 403 Structure Sound Wall F Date 10-26-12 Version 3.1 CSJ 0912-31-196 Station 187+7210 Grnd.Elev. 52.40 ft Offset 25.97'R GW Elev. N/A Triaxial Test Properties L Elev. O Texas Cone Strata Description Lateral Deviato' Wet Additional Remarks (0) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pcf) 'I FILL,Lean Clay wi Sand,with _14PP=4.5,-#200=73 silt pockets(CL) 50.4 CLAY,Sandy Lean,soft,light "/ gray and tan,with ferrous stains __.1.8.____4.0.-25—.1.30. PP=1.5 and sand seams(SC) 5 s(6)8(6) PP=1.0 45.4 SAND,Silty,loose,reddish brown SPT=5 and tan(SM) --.;;E: -Initial GW=9',15-min=6.5' • 10 -;:: 11(6)9(6) — SPT=11 38.4 -;-4; :;•:1'-. 7(6)9(6) SAND,loose,tan and reddish brown, 155. - (SP) _24 _SPT=12,-#200=4 _Yii . 8(6)9(6) • 20 -• :-- SPT=8 28.4 --:',.- 3(6)6(6) CLAY,Lean,soft,reddish brown 25-/ " and light gray(CL) _20 44 27 15.4 PP=3.0 _�/_ PP=2.5 23.4 13(6)13(6) SAND,Clayey,slightly compact, 30 -: reddish brown and light gray(SC) 0 17.7 17 134.9 PP=3.5 20.4 -+=% SAND,Silty,slightly compact, SPT=20,-#200=41 reddish brown and light gray(SM) 35 11(6)12(6) 16.4 40 - Remarks:Boring terminated at 35 feet.Dry augered 0 to 9 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller.Terracon Consultants,Inc. Logger:Anthony Beard Organization:Terracon Consultants,Inc. N:IGEOTECHIProgram FlestWinccrelwincae192125326192125326.Wal(-F.CLG 479 DRILLING LOG 1 oft A-4;4. County Brazoria Hole B-27 District Houston WinCore Highway County Road 403 Structure Sound Wall F Date 11-1-2012 ,--i3ersion 3.1 CSJ 0912-31-196 Station 191+85.45 Grnd.Elev. 64.90 ft Offset 40.44'R GW Elev. NIA Triaxial Test Properties L Texas Cone Lateral DeviatorWet Elev_ 0 Strata DescriptionAdditional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (act) / CLAY,Sandy Lean,stiff,gray 0 23.3 7 122.6_PP=4.5,-#200=69 —j and tan,with calcareous nodules —/ (SC) —/ PP=4.5 5 17(6)11 (6) ...p---; _1.8_31-7.0 __PP=2.0,-#200=64 0 21.5 19 133.8 PP=1.5 45.9 `::. 8(6)6(6) SAND,Silty,loose,tan(SM) -Initial GW=11',15-min=9' SPT=9 40.9 .:..: 18(6)26(6) SAND,Silty,slightly compact 15—:::'i to compact,tan(SM) SPY=18 1= 20 — 1 21 (6)18(6) 24 SPT=17,4200=18 18(6)20(6) 25-r;;;. SPT=24 :t 25_9 30 f 16(6)17(6) CLAY,Sandy Lean,stiff,gray and tan,with calcareous nodules —� (SC) _ 2.0 31 15 PP=1.5 -/ 0 48.5 17 13.63 PP=2.0 35 18(6)16(6) 1&9 --.4 4o- . Remarks: 0- Remarks:Boring terminated at 35 feet.Dry augered 0 to 12 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller.Terracon Consultants,Inc. Logger.Curtis Stone Organization:Terracon Consultants,Inc. N:IGEOTECH1Program Files1WincorelWincore192125326192125326.Wail-F.CLG 480 DRILLING LOG 1 of a County Brazoria Hole B-28 District Houston WinCore Highway County Road 403 • Structure Sound Wall F Date 11-1-2012 Version 3.1 CSJ 0912-31-196 Station 196+19.67 Grnd.Elev. 52.40 ft Offset 35.73'R GW Elev. NIA Triaxial Test ^ Properties L Texas Cone Elev. 0 Strata Description Lateral DeviatorWet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pcf) // CLAY,Lean,soft,gray and tan, PP=2.0 —/ with sand pockets and calcareous —� nodules(CL) 0 28 4 20 41 25_._1.31, PP=2.5 48.4 % 4(6)6(6) CLAY,Sandy Lean,soft,gray and 5 —� tan,with sand pockets(SC) —.1,-,---` � PR---2.5 _/ 0 6.9 24 26 8 125.2_PP=i.0,4200=59 43.4 11(6)15(6) SAND,loose to slightly compact, -Initial GW=IO'15-min=8' 10— ;•: tan(SP-SNI) SPT=14 15—- 9(6)9(6) i _25 ..SPT=5,4200=9 20 — - 8(6)6(6) _ SPT=6 28.4 CLAY,Sandy Lean,soft,gray and 25 7(6)9(6) tan,with calcareous nodules(SC) PP=4.0 —74 20 135 PP=4.0 23.4 j CLAY,Lean,soft to stiff,gray 10(611(6) 9 y • 30--1/ and tan,with calcareous nodules "..:„.-.% (CL) PP=4.0 —j 20 48 30._ PP=4.5 35 5(6)14(6) 16.4 —' 40— Remarks:Boring terminated at 35 feet Dry augered 0 to 10 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Curtis Stone Organization:Terracon Consultants,Inc. N:IGEOTECFIIProgram FIeslWincorelWinccre192125326192125326.wall-FCLG ' 481 D'ALLI:4G LOG 1 of1 "" County Brazoria Hole B-29 District Houston WinCore Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Version 3.1 CSJ 0912-31-196 Station 201+61.40 Grnd.Elev. 54.63 ft Offset 08.67'R GW Elev. N/A t_ Triaxial Test Properties L Texas Cone Lateral Deviator Wet Elev. 0 Strata DescriptionAdditional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pof) _4 PAVEMENT,2.5"Asphalt,6"Crushed • Stone ---- ---3L2.0 SPT=6 55.1 FILL,Lean Clay,dark gray(CL) ^' 52.1 CLAY,Lean,very soft,gray and PP=2.0 tan,with calcareous nodules(CL) 5 _'3(6)4(6) .J.8_ 135.2 PP=1.5,-#200=82 / PP=1.0 45.6 / CLAY,Sandy Lean,soft,gray and 10 5(6)4(6) �'� tan,with calcareous nodules and -;,-..-4 sand seams(SC) 0 8.3 23...__37 20 127.1 PP=1.0 -Initial GW=14`,15-min=11' -/ 29 4200=53 40.6 7(6)8(6) SAND,Silty,loose,reddish brown 15 (SM) - SPT=16 ?5,6 j CLAY ve stiffreddish � / 20(6)27{6) �Lean, ry 20 �* -....;;•"; brown and gray,with calcareous -.%-; nodules(CL) SPT=8 -/ — _,20 45 29 PP=3.5 --.1:----;- 30.6 _.---%) - 6(6)7(6) CLAY,Lean,soft,reddish brown 25-/ and gray,with calcareous nodules . -/ (CL) PP=2.0 PP=3.0 25.6 30 f 9(6)16(S) CLAY,Sandy Lean,soft to stiff, gray and tan,with sand seams -;-,-i- (SC) 0 12.4 20 129..6 PP=4.5 -% PP=4.5 35 j 6(6)13(6) 18.6 _G_ 40- Remarks:Boring terminated at 35 feet.Dry augered 0 to 14 feet.Pocket penetrometer(PP)&SPT data shown was not utilized in design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Curtis Stone Organization:Tenacon Consultants,Inc. N:IGEOTECH\Program FileslWincordWincan:192125326192125326.wa11-F.CLG 482 DRILLING LOG 1 of '""""" County Brazoria Hole B-30 District Houston WinCore Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Version 3.1 CSJ 0912-31-196 Station 205+36.69 Grnd.Elev. 54.39 ft Offset 33.41'R GW Elev. NIA Triaxial Test Properties L Texas ConeELateral Deviator Wet (f ) 0 Penetrometer Strata Description Press. Stress MC LL P1 Den. Additional Remarks (ft) G (psi) (psi) (pcf) PAVEMENT,5"Asphalt PP=1 5 53.4 CLAY,Fat,soft,gray and tan (CH) -w/sand pockets 0'to 2' 58 40 126,9 PP=2.0 5 f 4(6)4(6) -w!calcareous 5'to 7' PP=1.5 _O PP=2.5 45.4 % CLAY,Silty,soft,grayand tan, .�4(6)S(6) ty 10 – with calcareous nodules(CL) 25 25 4 _ PP=0.5,4200=88 -Initial GW=13',10-min=11.5' SPT=10 40.4 : 9(6)16(6) SAND,Silty,stiff to very stiff, 15 reddish brown(SM) SPT=12 21(6)20(6) 20 _ w!calcareous 20'to 22' – i _23 SPT=17,#200=13 30.4 50(6)50(0.5) CLAY,Sandy Lean,stiff to hard, 25� reddish brown and gray,with calcareous –/ nodules(SC) PP=3.75 r20 131.4 PP=4.0 - 30 10(6)10(6) _20.____33 16 PP=2.5 22.4 CLAY,Fat,stiff,reddish brown, PP=3.5 with calcareous nodules(CH) 35 13(6)16(6) 18.4 --' 40– Remarks:Boring terminated at 35 feet.Dry augered 0 to 14 feet Pocket penetrometer(PP)&SPT data shown was not utilized In design. The ground water elevation was not determined during the course of this boring. Driller:Terracon Consultants,Inc. Logger:Curtis Stone Organization:Terracon Consultants,Inc. N:tGEOTECH\Program F1eslWincorelW1ncorel92125326192125326.Wal!-F.CLG 483 APPENDIX B LABORATORY TESTING 484 Geotechnical Engineering Report irtregeohi C.R. 403 Sound Walls a Pearland, Texas December 21, 2012 0 Terracon Project No. 92125326 CSJ#0912-31-196 Laboratory Testing Soil samples were tested in the laboratory to measure their dry unit weight and natural water content. Unconfined compression tests were performed on selected samples and a calibrated hand penetrometer was used to estimate the approximate unconfined compressive strength of some cohesive samples. The calibrated hand penetrometer has been correlated with unconfined compression tests and provides a better estimate of soil consistency than visual examination alone. Selected samples were also classified using the results of Atterberg Limits testing and sieve analysis testing. The test results are provided on the Drilling Logs included in Appendix A. Exhibit B=1 485 APPENDIX C DRILLED SHAFT ALLOWABLE CAPACITY CURVES 486 gpLy T�Av.'. SOIL STRENGTH ANALYSIS fes-+ WinCore County Brazoria Hole B-1 District Houston 4rsion 3.1 Highway County Road 403 Structure Sound Wall A Date 11-6-2012 Control 0912-31-196 Station 104+33.08 Gmd.Elev. 57.63 ft Offset 07.63'L GW Elev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 57.6 56.1 0.00 0 0.0 0.00 0.00 2 56.1 55,1 0.00 0 0.0 0.00 0.00 3 55.1 52.1 0.08 0 0.0 0.08 0.25 4 52.1 43.6 0.14 1174 0.0 0.21 1.99 5 43.6 38.6 0.15 0 0.0 0.15 2.75 6 38.6 28.6 0.23 0 0.0 0.23 5.06 7 28.6 21.6 0.25 2880 0.0 0.50 8.84 • N:%GEOTECHIProgram nles1Wincorelwncore192125326192125326.WeJI-ACW 487 . • ••.. • .. SPUN FR11CTION rESIGN WinCore County Brazoria Hole B-1 District Houston Version 3.1 Highway County Road 403 Structure Sound Walt A Date 11-6-2012 , - \ Control 0912-31-196 Station 104+33.08 Grnd.Elev. 57.63 ft Offset 07.63L GW Elev. N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +57.60 1- +47.6 - - r 10 +37.6 )_ r - 20 E D . , e 4- j 27.6 .--- _ 30 \ e P ✓ \ t h + 17.6 - r 40 (Ft) (Ft) +7.6 , r , 50 -2.4 - r -," 60 -12.4 70 0 5 10 15 20 25 30 ( , Accumulative Friction(TJF) MIGEOTECIPProgram Files1Wincore I Wincore192125326192125326.Wall-ACLG 488 .... . .... ... U TD} CAPACITY rr WinCore County Braaoria Hole B-1 District Houston "`rsion 3.1 Highway County Road 403 Structure Sound Wall A Date 11-6-2012 Control 0912-31-196 Station 104+33.08 Grnd.Elev. 57.63 ft Offset 07.63'L GW Elev. IIIA 30 inch Drilled Shaft +57.63 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.63 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w!o Point Bearing wi Point Bearing 0 +57.6 +47.6 ,-- • 10 20 +37.6 F � , - . 30 e +27.6 e p \\� t v h +17.6 40 (Ft) (Ft) +7.6 ' 50 -2.4 -T 60 � ' 70 _ -12.4 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECHWrogram Files\WincoreMincore192125326192125326,Wall-ACLG 489 I FOUN A I C:kPACIlTY WinCore Version 3.1 County Brazoria Hole B-1 District Houston Highway County Road 403 Structure Sound Wail A Date 11-6-2012 Control 0912-31-196 Station 104+33.08 Gmd.Elev. 57.63 ft , Offset 07.63`I GW Elev. N/A 36 inch Drilled Shaft +57.63 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.63 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing vv!Point Bearing 0 +57.6 +47.6 - 10 i 1 +37.6 \- r 20 D i30 e +27.6 e p v t h (Ft) +17.6 � e . r 40 (Ft) +7.6 r r r 50 -2.4 -- r 60 -12.4 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH\Program Files%WincoreeWincoret92125326192125326.Well-ACLG 490 a LLa STRENGTH ANALYSIS WinCore County Brazoria Hole B-2 District Houston ,--= rsion 3.1 Highway County Road 403 Structure Sound Mali A Date 10-19-2012 Control 0912-31-196 Station 109+49.61 Gmd.Elev. 64-80 ft Offset 24.07'L GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. . (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 54.8 44.3 0.10 0 0.0 0.10 t04 2 44.3 39.3 0-07 0 0.0 0.07 1.39 3 39.3 18.8 0.19 1202 0.0 0.21 5.81 • N:\GEOTECFMrogram nes\WincoreVNincore192125326192125326.Wall-A.CLG 491 S N FRACTION DESIGN WinCore Version 3.1 County Brazoria Hole B-2 District Houston Highway County Road 403 Structure Sound Wail A Date 10-19-2012 Control 0912-31-196 Station 109+49.61 Gmd.Elev. 54.80 ft Offset 24.07'L GW Elev. NIA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used • Unit Frictional Resistance(T/SF) 0 1 2 3 4 +54.8 0 +44.8 r r 10 +34.8 \ r 20 E D Ie +24.8 - e • P v 1 t h +14.8 - r 40 (Ft) (Ft) • +4.8 - - r . 50 -5.2 - - r 60 -15.2 70 0 5 10 15 20 25 30 , Accumulative Friction(TIF) N:IGEOTECHWProgram F1es5WincorelWincore192125326192125326.Wa1M1.CLG 492 FOUNDATION CAPACITY 1::-.714:-:,..-.., WinCore County Brazoria Hole B-2 District Houston i�vjrsion 3.1 Highway County Road 403 Structure Sound Wall A Date 10-19-2012 Control 0912-31-196 Station 109+49.61 Grnd.Elev. 54.80 ft Offset 24.07'L GW Elev. EUA 30 inch Drilled Shaft +54.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.8 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing wI Point Bearing 0 +554.8 +44.8 10 . \\:__- +34.8 - 20 .'1 ,-1„ e 30 +24.8 r e P v t h (Ft) +14.8 •r •40 (Ft) +4.8r r r r 50 -5.2 r 60 -15.2 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) • N:IGEOTECHIProgram FileekWincorelWineore192125326192125326.WaIl-ACLG 493 FOU,'D I TION CAPACITY ,.€547:4:-... 4MFm WinCore County Brazoria Hole B-2 District Houston Version 3.1 Highway County Road 403 Structure Sound Wail A Date 10-19-2012 Control 0912-31-196 Station 109+49.61 Grnd.Elev. 54.80 ft Offset 24.07'L GW Elev. MIA 36 inch Drilled Shaft +54.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.8 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing 0 +54.8 - +44.8 . 10 +34.8 •••-•:-------------- , 20 E -... D I 30 e +24.8 e - p v t h . + 14.8 r r-- 40 (Ft) (Ft) +4.8 r r -.. 50 -5.2 - - r • 60 -15.2 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) N:1GEOTECH\Program FIesMinco:elWincore192125326192125326-Wall-ACLG 494 OIL STRENGTH ANALYSES Wincore County Brazoria Hole B-3 District Houston -' -rsion 3.1 i Highway County Road 403 Structure Sound Wall B Date 10-19-2012 Control 0912-31-196 Station 114+07.36 Grnd.Elev. 54.00 ft Offset 29.49'L GW Elev N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) • (TSF) (TIF) 1 54 52 0.00 0 0.0 0.00 0.00 2 52 48.5 0.16 0 0.0 0.16 0.57 3 48.5 37 0.13 0 0.0 0.13 2.08 4 37 28.5 0.33 0 0.0 0.33 4.91 5 28.5 18 0.27 2498 0.0 0.44 9.72 • N_1GEOTECH\Program F{eslWincorelWincore192125326192125326.Wall-B.CLG 495 ' ;••• ••• '. • I • IL.: •." i:•• . •!'!••• ••. •• ••: • SKII FRICTION DESIGN WinCore County Brazoria Hole B-3 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall B Date 10-19-2012 Control 0912-31-196 Station 114+07.36 Grnd.Elev. 54.00 ft Offset 29.49 L GW Elev. NIA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 +540 • +44 10 +34 r r 20 E D - , +24 r30 e p h +14 40 (Ft) (Ft) +4 50 -6 60 -16 70 0 5 10 15 20 25 30 • Accumulative Friction(T/F) NAGEOTECHIProgram Files\INincoraNincore19212532619212.5326.Wall-B.CLG 496 FOUNDATION cAP ;v5. r YifinCore County Brazoria Hole B-3 District Houston rirslon 3,1 Highway County Road 403 Structure Sound Wall B Date 10-19-2012 _ Control 0912-31-196 Station 114+07.36 Grnd.Elev. 54.00 ft Offset 29.49'L GW Elev. N/A 30 inch Drilled Shaft +54,00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing W/Point Bearing +54 0 +44 _ r r 10 +34 ---- - - 20 = D +24 30 e e P v t h +14 • r r r 40 (Ft) (Ft) +4 r - r 50 -6 .. -. 60 -16 70 0 '20 40 60 80 100 120 • Foundation Capacity(Tons) N:\GEOTECH1Program Files1Wincore\Wincore192125326192125326.Wall-B.CLG 497 FOUNIAT1 CA AC TY Twr WinCore County Brazoria Hole B-3 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall B Date 10-19-2012 Control 0912-31-196 Station 114+07.36 GI-rad.Elev. 54.00 ft Offset 29.49'L GW Elev. NIA 36 inch Drilled Shaft +54.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+18 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing Wl Point Bearing 0 +54 • +44 10 4.34 20 1 30 +24 e p ✓ - t (Ft) + 14 . 40 (Ft) +4 50 -6 - 60 -16 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH\ProgramFiles sWin oreMincore192125326t92126326.Wali-B.CLG 498 SOL STRENGTH ANALYSES WinCore County Brazoria Hole 9-4 District Houston .rsion 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 118+33.58 Grnd.Elev. 54.60 ft Offset 29.50°L GW Elev. 1!IA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T)F) 1 54.6 52.6 0.00 0 0.0 0.00 0.00 2 52.6 47.6 0.16 821 0.0 0.14 0.72 3 47.6 44.1 0.11 0 0.0 0.11 1.12 4 44.1 39.1 0.15 0 0.0 0.15 1.86 5 39.1 29.1 0.31 0 0.0 0.31 4.92 6 29.1 24.1 0.23 0 0.0 0.23 6.09 7 24.1 18.6 0.32 1915 0.0 0.34 8.10 • • • N:IGEOTECH\Program Files\WincorelWincore19212532619212532S.Wall-B.CLG • 499 SKIN FRICTION DESIGN Ane WinCore County Brazoria Hole B-4 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 118+33.58 Grnd.Elev. 64.60 ft Offset 29.50'L GW Elev. WA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +54.5 0 +44.61 - 10 • +34.6 - \ , - 20 E D [ 30 e +24.6 e N v t h (Ft) +14.6 . . . - 40 (Ft) +4.6 — — 50 -5.4 60 • -15.4 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) _ • N:IGEOTECHProBram FrfeslWinooreMincore 92126326192125326.Weft-B.CLG 500 FOUNDATION CAPACITY a WinCore County Brazoria Hole B-4 District Houston r rsion 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 118+33.58 Grnd.Elev. 54.60 ft Offset 29.50'L CW Elev. N/A 30 inch Drilled Shaft +54.60 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.6 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing W!Point Bearing 0 +54.6 ' +44.6 .. r - 10 , +34.6 .''' r r r 20 D i., e i \ 30 +24.6 - p e t v „N. h (Ft) + 14.6 - r r 40 (Ft) +4.6 r 50 60 _ 70 _ -15.4 • 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:%GEOTECH1Program FiestWincore\Wincare192125326192125326.WaU-B.CLG 501 _ 1(-- Ff. UNDATI1N CAPACITY WinCore County Brazoria Hole B-4 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 118+33.58 Grnd.Elev. 54.60 ft ; Offset 29.50°L GW Elev. kVA 36 inch Drilled Shaft +54.60 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.6 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing w/Point Bearing +54.6 0 , \ +44.6 ,, - - , • 10 .,,,. .....„ .„.„,.., ,,,... E •s. ..\. D \ - I „.. e +24.6 , r- , 30 ' e P • „. v ••• t . h +14.6 , , , r r 40 (Ft) (Ft) . . +4.6 - , r „ 50 . . -5.4 '' r , . 60 -15.4 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTECH1Program FifesMincoraNincore192125326192126326.Wall-B.CLG 502 l SOIL STRENGTH ANALYSIS WinCore County Brazoria Hole B-5 District Houston z"--'7, 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 123.60.54 Grnd.Elev. 55.00 ft Offset 26.55'L GW Elev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 55 53 0.00 0 0.0 0.00 0.00 2 53 48 0.09 0 0.0 0.09 0.47 3 48 44.5 0.08 0 0.0 0.08 0.74 4 44.5 34.5 0.10 0 0.0 0.10 1.75 5 34.5 24.5 0.32 0 0.0 0.32 4.90 6 24.5 19 0.34 1656 0.0 0.29 6.64 N:IGEOTECH1Program FileslWine reMiincore192125326192125326.Wall-B.CLG 503 SKIN FRICTION DESIGN WinCore County Brazoria Hole B-5 District Houston Version 3.1 • Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 123+60.54 Grnd.Elev. 55.00 ft Offset 26.55'L GW Elev. N/A Drilled Shaft Design: Soil Reduction Factor.= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +550 ' +45 --v-\ \ . 10 \ +35 r r r 20 • E D 1e '' +25 -,- , - , 30 e P - ✓ t . h +15 r r 40 (Ft) (Ft) • • +5 , 50 -5 r r , 60 • -15 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) NAGEOTECHtProgram Files1WincorelWincore192125326L92125328.Wall-B.CLG 504 .•....:.. .,?::.:..;,.::'7••!:•.::;;',..-:::•1:.'•i . :. •-•••..: •::::.::::•:;'; •::'-'!::•fqri'j::•i'l::.::-:.• ::::::%:"•:•::•••:•-:•'•. •••:i,••••••:,:.,•: ::,..::.:„.......:.:..•:1..:': ::••:•• •-.'... .......• : . .••• •....- .::::. . •• :-::•:.1.:: .:•-':••••,:.3 -s:••-•• - FOUNDATION CAPACITY WinCore County Brazoria Hole B-5 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 _.., Control 0912-31-196 Station 123+60.54 Grnd.Elev. 55.00 ft Offset 26.55L GW Elev. •WA 30 inch Drilled Shaft +55.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing WI Point Bearing +55 . 0 .,, +45r - - • 10 ., \\‘‘ +35 • :••••- , • , , 20 ----•-..„. -----_ 5 ..„.... 30 N .......,......„.., ''.....„............, ' ....,....... e e ....... P h +15 r r r r 40 (Ft) (Ft) +5 r r--- 50 .• -5 , r 60 -15 70 --, 0 10 20 30 40 50 60 Foundation Capacity(Tons) NAGEOTECHTrogram FllesMincore\Wincorel92125326192125326.Wall-B.CLG 505 '•'• :-..• '•.:''-''. :'-'• '.••••'•t'''.:'-.:-'.'•''...:.'•..: ''''':::-.."•, --'....,-i. .••••; -'•'••'.'.:-:.;:::-- •,•••••••,i,..,..:--1,--- -,::-:::••:::•-•-•••••••.:, .,-,..::,....- :,:•••,--...,-..,:-::,-:,• .. ,-..:,..-- - FOUNDATION CAPACITY Iirgaz. WinCore County Brazoria Hole B-5 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall B Date 10-22-2012 Control 0912-31-196 Station 123+60.54 Grnd.Elev. 55.00 ft , Offset 26.55'L GW Elev. NIA 36 inch Drilled Shaft +55.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing , +55 0 , +45r ..__.!, .., 10 , . \\ \ + 35 , „ 20 , „., „,..... .„....,.. E s• ie +25 - ,....„, 30 _ .. „.... „.., h• +15 „ , - 40 (Ft) (Ft) +5 , , .- 50 • • . . . • -5 r , , 60 . -15 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) • NAGEMECH1Pregram FileshAllricorelWintoret92125326192.125326.Wall-B.CLG 506 SOIL STRENGTH ANALYSIS 1fVinCare County Brazoria Hole B-6 District Houston vprslor�3.1 �.. Highway County Road 403 Structure Sound Wall C Date 11-0"-2012 Control 0912-31-196 Station 127+75.27 Grnd.Elev. 57.40 ft Offset 07.88'L GW Elev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 57.4 55.9 0.00 0 0.0 0.00 0.00 2 55.9 54.9 0.00 0 0.0 0.00 0.00 3 54.9 53.4 0.00 0 0.0 0.00 0.00 4 53.4 48.4 0.11 0 0.0 0.11 0.56 5 48.4 43.4 0.09 792 0.0 0.14 1.25 6 43.4 33.4 0.10 0 0.0 0.10 2.22 7 33.4 28.4 0.65 0 0.0 0.65 5.45 8 28.4 21.4 0.77 0 0.0 0.77 11.23 tl GEOTECH1Program Files\Winton\Wincoree921253261Adjjusled for OSS192125326.Wa11-C.Adusted.CLG 507 SKIN FRICTION DESIGN WinCore County Brazoria Hole B-6 District Houston Version 3.1 Highway County Road 403 Structure Sound Wail C Date 11-6-2012 Control 0912-31-196 Station 127+76.27 Grnd.Elev. 67_40 ft Offset 07.88°L GW Elev. WA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 457.4 0 i +47.4 --- , r ., 10 • + 374 , , - 20 1 E D Ie ÷27.4 I' r r -r 30 v t . h + 17.4 - r - r r 40 (Ft) (Ft) +7.4 „ 50 -2.6 , , , „ 60 . -12.6 - 70 0 5 10 15 20 25 30 Accumulative Friction (T/F) NAG EOTECH1Prograni FileekWincoreWVincore\921253261Adjusted for DSS192125326.Wall-C.Adjusted.CLG . 508 Ate-7v.. FOUNDATION PA WinCore County Brazoria Hole B-6 District Houston -' rsion 3.1 Highway County Road 403 Structure Sound Wall C Date 11-6-2012 Control 0912-31-196 Station 127+75.27 Grnd.Elev. 57.40 ft Offset 07.88'L OW Elev. tl/A 30 inch Drilled Shaft +57.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load . +52.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w!o Point Bearing w!Point Bearing •-- 0 +57.4 +47 �- .4 10 , ,\ `4 +37.4 20 e __ 30 . _ +27.4 - .--- p e t h +17.4 - r 40 (Ft) (Ft) +7.4 - 50 60 • • • -12.6 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH1Program FIeslWincorelWincore\92125326\Adjustedfor DSS192125326.Wall-CJldjusled.CLG 509 FOUNIFATION CAPACITY WilaCore County Brazoria Hole 3-6 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall C Date 11-6-2012 _ Control 0912-31-196 Station 127+75.27 Grad.Elev. 57.40 ft Offset 07.88'L GW Elev. M!A 36 inch Drilled Shaft +57.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+23.9 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing WI Point Bearing +57.4 +47.4 �� 10 +37.4 :: : E f +27.4 r �r __ e P • v � t h + 17.4 I--- r . r r 40 (Ft) (Ft) +7.4 . 50 -2.6 . . r 60 -12.6 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:1GEOlECHIProgram FileslWrncorelWincore1921253261Adjusted for DSS19212ss26.WaIFC.Adjusted.CLG 510 SOL STRENGTH ANALYSIS WinCore County Brazoria Hole B-7 District Houston irsion 3.1 Highway County Road 403 Structure Sound Wall C Date 11-5-2012 Control 0912-31-196 Station 132+11.44 Grind_Elev. 57.00 ft Offset 09.16'L GIM Elev. N/A • TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 57 55.5 0.00 0 0.0 0.00 0.00 2 55.5 54 0.00 0 0.0 0.00 0.00 3 54 48 0.09 900 0.0 0.16 0.95 4 48 43 0.14 0 0.0 0.14 1.65 5 43 28 0.20 0 0.0 0.20 4.62 6 28 21 0.23 0 0.0 0.23 6.34 • NAGEOTECH\Program Ft'IeslWincoroWncore192125326192125326.Wall-C.CLG 511 SKIN FRICTION DESIGN 1P1eauCore County Brazoria Hole B-7 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall C Date 11-5-2012 , - Control 0912-31-196 Station 132+11.44 Grnd.Elev. 57.00 ft Offset 09.16'L GW Elev. NIA -- Drilled Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +570 +47 , , 10 +37 { 20 E \ D I e + 27 30 e p v t h (Ft) +17 r 40 (Ft) +7 r , 50 -3 r 60 -13 70 0 5 10 15 20 25 30 Accumulative Friction(T/F) - N:IGEOTECHIPmgram Fles1WincorelWincore192125326t92125326.Wall-C.CLG 512 FOUNDATION CAPACITY WinCore County Brazoria Hole B-7 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wall C Date 11-5-2012 Control 0912-31-196 Station 1324-11.44 Gmd.Elev. 57.00 ft Offset 09.16'L GW Elev. NIA 30 inch Drilled Shaft +57.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wr!Point Bearing 0 +57 • +47 • r 10 +37 - r • r 20 D 30 --i. e +27 , r r f. P v . t h +17 r r r 40 (Ft) (Ft) +7 50 -3 r r 60 -- -13 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) N;IGEOTECH1Program Ftles\W+nco2lWincore192125326192125325.wa16C.a_G 513 F U N AT O C PQ C W Y b Mo WinCore County Brazoria Hole B-7 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall C Date 11-6-2012 Control 0912-31-196 Station 132+91.44 Grnd.Elev. 67.00 ft Offset 09.16`L GW Elev. N/A — 36 inch Drilled Shaft +67.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used +s7 w/o Point Bearing •- w/Point Bearing 0. +47 `,. r 10 sk +37 Y ._... 20 ,l E ..... D i +27 . - r 30 e e p V t II (Ft) +17 - . r 40 (Ft) +7 r r . 50 -3 . 60 -13 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTECH1Prograrn F1essWincoreMincore192125326\92125326.Wa{!-C.CLG 514 L STRENGTH ANALYSIS �n+w•Y�° WinCore County Brazoria Hole B-8 District Houston w;?rsion 3.1 Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0912-31-196 Station 136+50.18 Gmd.Elev. 54.70 ft Offset 19.18°L GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 54.7 52.7 0.00 0 0.0 0.00 0.00 2 52/ 47.7 0.11 0 0.0 0.11 0.53 3 47.7 44.2 0.11 425 0.0 0.07 0.79 4 44,2 39.2 0.18 0 0.0 0.18 1.70 5 39.2 29.2 0.55 0 0.0 0.55 7.17 6 29.2 24.2 0.20 0 0.0 0.20 8.18 7 24.2 18.7 0.56 4874 0.0 0.85 13.30 N:\GEOTECH\Prosr m FileslWincore\Wincore192125326192125326.Wall-C.CLG 515 SKIN FRICTION DESIGN Tr 1Po'inCore County Brazoria Hole B-8 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0912-31-196 Station 136+50.18 Grnd.Elev. 54.70 ft '• Offset 19A8'L GW Elev. N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance (T/SF) -- 0 1 2 3 4 +54.7 0 +44.7 - . r r , 10 lik. +34.7 - r ' ' 20 E \\,.„,,, 130 e +24.7 ' e P v \ t h • (Ft) +14.7 ' r ' 40 (Ft) +4.7 - r r 50 -5.3 - . 60 -15.3 70 0 5 10 15 20 25 30 Accumulative Friction(T!F) N:IGEOTECHIPragram Files\Wincore\Wincorel92125326192125326.Wall-C.CIG 516 . FOUNDATIONADAC WinCore County Brazoria Hole B-8 District Houston 7ti'irsion 3.1 Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0912-31-196 Station 136+50.18 Grnd.Elev. 54.70 ft Offset 19.18'L GW Elev. NIA • 30 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+20.2 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing +54.7 0 ;-,::-\\ , +44.7 <.- . . 10 \:\_______ +34.7 r 20 D 1 e +24.7 ,. 30 e - A v - t h +14.7 . . 40 (Ft) (Ft) • +4.7 50 -5.3 60 -15.3 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECHIProgram FileslWincorelWincare192125326192125326.Wall-C.CLG . 517 . . . .. . . ... FO TII }'- CAPACITY WinCore Version 3.1 County Brazoria Hole 13-8 District Houston Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0912-31-196 Station 136+50.18 Grnd.Elev. 54.70 ft Offset 19.18`L GW Elev. NIA 36 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+22.7 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing +54.7 l +44.7 10 +34.7 20 • D 1 30 e +24.7 - e • P v t (Ft) +14.7 . . 40 (Ft) +4.7 50 -5.3 . 60 -15.3 70 0 40 80 120 160 200 240 Foundation Capacity(Tons) MIGEOTECMProgram FIEeslWincoreIWincore192125326192125326.Wafl-C.CLG 518 la SOIL T ANALYSIS Lo• WinCore County Brazoria Hole B-9 District Houston >rsion 3.1 Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0992-31-196 Station 141+54.53 Grnd.Elev. 55.80 ft Offset 26.81'L GW Elev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T/F) 1 55.8 48.8 0.16 1742 0.0 0.30 2.13 2 48.8 40.3 0.11 0 0.0 0.11 3.08 3 40.3 26.8 0.43 0 0.0 0.43 8.92 4 26.8 19.8 0.33 3463 0.0 0.61 13.47 • N:IGEOTECH1Program FIeslWincorelWincore192125326192125326.Wall-C.CLG 519 ... .. ..... ,r SKIN F ` 1_I DESIGN ffrsWiroCore County Brazoria Hole B-9 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall C Date 10-23-2012. - Control 0912-31-196 Station 141+54.53 Grnd.Eley: 55.80 ft 1 1 . Offset 26.81'L GW Elev. WA Drilled Shaft Design: soil Reduction Factor= 0/ TAT Friction Values Used Unit Frictional Resistance(T/sig) 0 1 2 3 4 +55.8 0 +45.8 . 10 ▪35.8 r r 20 • E D I Me e +25.8 . e P y t h (Ft) + 15.8 . 40 (Ft) + 5.8 50 -42 . , 60 -14.2 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) N;IGEOTECHIPrograrn FleslWincorelwncorel92125326192125326.1Nall-C.CLG 520 •:•• . ':-..••.:.1 :::"•:•::-.• •••• .-::••.. 1::::."•• • :1.:.•:-,:". • ' •••:"- "- - "". :••: -.1. ' :-.- • • • •.". '.' : ::...1,- :'•:••• '''.• ':•• :"''':' .7:-.''."-,457.* '''' , ,-•-•••• . -- FOUNDATION CAPACITY Afiziz,. WinCore County Brazoria Hole B-9 District Houston --,trsion 3.1 Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0912-31-196 Station 141+54.53 Grnd.Elev. 55_80 ft Offset 26.81 L GW Elev. WA 30 inch Drilled Shaft +55.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50.8 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+20.3 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing w/Point Bearing -- +55.8 0 \ \ ,\ +45.8 , r r 10 \ \ -,,,..... l. '., +35.8 , - 20 •-c. ..---..„, D ---.., e +25.8 ,— , 30 ........,_ P--------: „,‘... v t • h + 15.8 , 40 (Ft) (Ft) • • +5.8 , „ ,----- 50 -4.2 - 60 -14.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEomcmprogram Fii.51wincorewvinome.92125325v2125328.wan-c.cw 521 rx FOUNJATION CAPACITY WinCore Version 3.1 County Brazoria Hole B-9 District Houston Highway County Road 403 Structure Sound Wall C Date 10-23-2012 Control 0912-31-196 Station 141+54.53 Grnd.Elev. 55.80 ft Offset 26.81'L GW Elev. N/A 36 inch Drilled Shaft +55.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50.8 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+23.8 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing +55.8 +45.8 r 10 +35.8 20 • D +25.8 30 e P (Ft) +15.8 � - 40 (Ft) • +5.8 50 • -4.2 60 -14.2 70 0 40 80 120 160 200 240 Foundation Capacity(Tons) N:IGEOTECH\Prograrn FileslWincarelWincoret92125326192125326.Wall-C.CLG 522 SOIL STRENGTH ANALYSIS WinCore County Srazoria Hole B-10 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wall D Date 11-5-2012 Control 0912-31-196 Station 146+53.34 Grnd.Elev. 56.76 ft Offset 19.7W L GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT• TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 56.8 55.3 0.00 0 0.0 0.00 0.00 2 55.3 53.8 0.00 0 0.0 0.00 0.00 3 53.8 47.8 0.09 0 0.0 0.09 0.56 4 47.8 44.8 0.11 0 0.0 0.11 0.89 5 44.8 27.8 0.32 0 0.0 0.32 6.39 6 27.8 20.8 0.66 0 0.0 0.66 11.34 N:IGEOTECH1Program Files\WincorelWincore192125326192125326.Wall-D.CLG 523 SKIN FRICTION DESIGN lMinCore County Brazoria Hole B-10 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall D Date 11-5-2012 , Control 0912-31-196 Station 146=53.34 Grnd.Elev. 56.76 ft Offset 19.78'L GW Elev. N/A _.' Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +56.8 • 0 t • • +46.8 r . r 10 N +36.8 - . r 20 . \ E D +26.8 -----1r r r 30 e e P v t h (Ft) +16.8 r 40 (Ft) +6.8 r r r . 50 • -3.2 r r r 60 -13.2 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) N:\GEOTECHIPra gram Fifes1WtncorelWincore192125326192125326.Wall D.CLG I 524 FOUNDATION CAPACITY A. Nl a WinCore County Brazoria Hole B-10 District Houston ✓'�-,rsion 3.1 Highway County Road 403 Structure Sound Wall D Date 11-5-2012 Control 0912-31-196 Station 146+53.34 Gmd.Elev. 56.76 ft Offset 19.78'I.. GW Elev. Id/A 30 inch Drilled Shaft +56.76 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.76 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w!Point Bearing 0 +56.8 + 46.8 ' r 10 +36.8 r 'C� . . 20 D e + 26.8 r 30 e _ P h +16.8 - ' r . 40 (Ft) (Ft) • 60 -3.2 r .. r r 60 •-13.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH\Program Files1Wincore\Wincore\92125326\92125326.Walf-o.CLG 525 FOUNDATION A ITY WinCore Version 3.1 County Brazoria Hole B-10 District Houston Highway County Road 403 Structure Sound Wall D Date 11-5-2012 Control 0912-31-196 Station 146+53.34 Grnd.Elev. 56.76 ft Offset 19.78'L GW Elev. h41A 36 inch Drilled Shaft +56.76 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.76 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+23.76 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing +66.8 0 ;-,----\ �\ +46.8 t r , � 10 .8 +36 - 20 \ D +26.8 30 e e P v t h + 16.8 . ,. 40 (Ft) (Ft) +6.8 - r 50 -3.2 60 -13.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH\Program FlleslWincoretWincore192125326192125326.WaII•D.CLG 526 L STRENGTH ANALYSIS WinCore County Brazoria Hole B-11 District Houston r--' rslon 3.1 Highway County Road 403 Structure Sound Wall D Date 10-31-2012 Control 0912-31-196 Station 151+53.58 Grnd.Elev. 57.06 ft Offset 22.05'L GW Efev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIE) 1 57.1 55.6 0.00 0 0.0 0.00 0.00 2 55.6 43.1 0.11 0 0.0 0.11 1.40 3 43.1 40.1 0.16 0 0.0 0.16 1.88 4 40.1 28.1 0.23 0 0.0 0.23 4.61 5 28.1 21.1 0.50 0 0.0 0.50 8.34 • • N:1GEOTECH1Program FIleslWincorelWincore192125326192125326,WallA.CLG 527 '':. :::.:::":•:-':;...-::.•••••,- •1:••.%••E-.:' . • . " i •. ...:.: .:. . .:•::, -•:........:..,:...,:.1 :.... •.: !•• ••..1-7.,,-,:4•-:-•• .••-...,'.:.:-;:•:..;.':•';": .• •:••••:::::.•••• i :••••:" :.,...- :.; .-1....•,...... . .4.- SKIN FRICTION DESIGN Ariaz:. WinCore County Brazoria Hole B-11 District Houston Version 3_1 Highway County Road 403 Structure Sound Wall 13 Date 10-31-2012 . Control 0912-31-196 Station 151+53.68 Grnd.Elev. 57.06 ft , 1 0111bet 22.05'L GW Elev. N/A -- Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +57.1 +47.1 \,.. , r r ' 10 +37.1 J .- r 20 E D +27.1 30 . e P v \ t h • + 17.1 r r r 40 (Ft) (Ft) + 7.1 , , r 50 -2.9 , , , 60 • -12.9 70 0 5 10 15 20 26 30 Accumulative Friction(TIF) NAGEOTECKProgram Fifes 1 WincareNVVincore19212532602125326.Watl-D.CLG 528 FOUNDTION CAPACITY .14.....t, . WinCore County Brazoria Hole B-11 District Houston 7-----'-rsion 3.1 I, Highway County Road 403 Structure Sound Wail D Date 10-31-2012 Control 0912-31-196 Station 151+53.58 Grnd.Elev. 57.06 ft Offset 22_05 L GW Elev. NIA 30 inch Drilled Shaft +57.06 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.06 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor.Used wlo Point Bearing w/Point Bearing +57.1 0 +47.1 \\\ . \ , „ r- r 10 \\ \....,,. • \ t 20 D •,.., e - ..,. +27.1 •,:r 30 -.......s. e `-•- p --...,. V t --r,_ . • h +17.1 , r • e r 40 (Ft) (Ft) r • +71 r r .. r r 50 -2.9 , 60 7 - , -12.9 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTEC1-11Program Flles1Wincore\Wincore\921253261.92125326.Wall-D.CLG I 529 -- —.4-- FOUNDATION CAPACITY ,vn:��ra WinCore County Brazoria Hole B-11 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall D Date 10-31-2012 Control 0912-31-196 Station 151+53.58 Gmd.Elev. 57.06 ft Offset 22.05'L GW Elev. WA 36 inch Drilled Shaft +57.06 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.06 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wi Point Bearing -- +57.1 0 +47.1 r •• r 10 \\______ +37.1 A 20 1 I. _ 30 e +27.1 e P v t h (Ft) + '17.1 40 (Ft) +7.1 , r r 50 • -2.9 . . 60 - -12.9 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTECHtProgrem Files1Wincore1Wincnre192125326%92125326.Wall-D.CLG 530 SOL STRENGTH ANALYSIS WinCore County Brazoria Hole B-12 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall D Date 10-24-2012 Control 0912-31-196 Station 155+65.93 Gmd.Elev. 56.30 ft Offset 29.15'L GW Elev. IVA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 56.3 45.8 0.12 1109 0.0 0.19 2.04 2 45.8 20.3 0.23 1678 0.0 0.29 9.67 N1GEO'TECFMrogram Files1WmeoreMiincore192125326192125326.Wall-D.CLG 531 SKIN FRICTION 0 ESIG . WinCore County Brazor€a Hole B-12 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall D Date 10-24-2012 Control 0912-31-196 Station 155+65.93 Grnd.Eley 66.30 ft Offset 29.16'L OW Elev. N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance ('TSF) 0 1 2 3 4 +56.3 • 0 +46.3 --- , r 10 \ +36.3 - 20 E D I30 e +26.3 r r r e P v t h (Ft) +16.3 r , . r 40 (Ft) • +6.3 - ' 50 -3.7 r r 60 -13.7 70 0 5 10 15 20 25 30 N Accumulative Friction(TIF) N:IGEOTECH1Program FileslWincore\Wincore\92125326192125326.Wall-D.CLG 532 . FOU _ TIS CAPACITY WinCore County Brazoria Hole B-12 District Houston version 3.1 \ Highway County Road 403 Structure Sound Wail D Date 10-24-2012 Control 0912-31-196 Station 155+65.93 Gmd.Elev. 56.30 ft Offset 29.15'L GW Elev. NFA 30 inch Drilled Shaft +56.30 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.3 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing Int!Point Bearing +56.3 0 -----\\----\\\N\ \\NN: , . , , +46.3 10 +36.3 20 E ••.„ D e +26.3 ,. 30 e P v t h (Ft) +16.3 ,-- , - 40 (Ft) +6.3 r r r 50 -3.7 r r r r r 60 -13.7 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECHSProgram Files1WincorelWincore\92125326192125326.Wall-D.CLG 533 - FitUNDATION CAPACITY M.� WinCore County Brazoria Hole B-12 District Houston Version 11 Highway County Road 403 Structure Sound Wall D Date 10-24-2012 Control 0912-31-196 Station 155+65.93 Grnd.Elev. 66.30 ft 1 ) Offset 29.16'L OW Elev. N/A 36 inch Drilled Shaft +56.30 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.3 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing W/Point Bearing -- +56.3 ----- 0 +46.3 , r 10 +36.3 -- r r 20 E D +26.3 30 e e p v t . h (Ft) +16.3 , r______ , � ,---- 40 (Ft) +6.3 , 50 -3.7 - r- r60 -13.7 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) • N:IGEOTECIfiProgram FileslWincore{Wincore19212532619212532a.Wall-O.CLG 534 OL STRENGTH ANALYSIS WinCore County Brazoria Hole B-13 District Houston `'', rsion 3.1 Highway County Road 403 Structure Sound Wall D Date 10-30-2012 Control 0912-31-196 Station 160+01.90 Grnd.Elev. 56.40 ft Offset 20.08'L GW Elev. f'UA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Eley. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 56.4 54.9 0.00 0 0.0 0.00 0.00 2 54.9 42.4 0.13 0 • 0.0 0.13 1.66 3 42A 40.4 0.17 0 0.0 0.17 2.00 4 40.4 35.4 0.11 0 0.0 0.11 2.57 5 35.4 20.4 0.27 1282 0.0 0.22 6.05 • • • N:IGEOTECH\'ro9ram Files1WinccrelWincore192t25326192125326.Wafl-0.CLG 535 ---� •SKIN FRICTION DESIGN WinCore County Brazoria Hole B-13 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall D Date 10-30-2012 Control 0912-31-196 Station 160+01.90 Grnd.Elev. 56.40 ft Offset 20.08'L GW Elev. NIA Drilled Shaft Design: Soil Reductioro Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) -- 0 1 2 3 4 +56.4 • 0 '.)\\+46.4 10 +36.4 20 . S 1) 1 e +26.4 30 e p v f (Ft) +16.4 r . . 40 (Ft) +6.4 50 -3.6 60 -13.6 70 0 5 10 15 20 25 30 Accumulative Friction (T/F) N:IGEOTECH1Frogram FleslWincorelWincore192125326%92125326.Wall-D.CLG 536 '.:: '.:.!!.:',';.'.F.,:•.:-.''''''''''''''.:'.::'.''......*•?"': '..'':'i:•;‘.•'.'....'.1. -.:..:'c..' : .: ... •....... • ‘ ••• • •••:•••••:•. ...„ .:.:,.. . . . ...... ......-.:' :-';.....:4•1•:,•....:.....,...:::....-.......: -:.. .-:••••• . • • :.... - --: w4- FOUNDATION CAPACITY WinCore County Brazoria Hole B-13 District Houston ",:rsion 3.1 Highway County Road 403 Structure Sound Wail D Date 10-30-2012 Control 0912-31-196 Station 160+01.90 Grnd.Elev. 56.40 ft Offset 20.08 L SW Elev. IVA 30 inch Drilled Shaft +56.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used • 0.7 Soil Reduction Factor Used wlo Point Bearing w!Point Bearing — + 56.4 • 0 +46.4 , r to •,,,, • .,..., ....,..\ N\ • +36.4 , _, ' r r 20 -.., : .•-•.. '-4.-,,,,,, s''''"•-•..... D -..., ---... . -•-,., e +26.4 , r r , ....... '-',7,7: r 30 .,... eP V --.. t '--. ,,, h +16.4 r r r 40 (Ft) (Ft) +6.4 r r , 50 -3.6 r r r 60 -13.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) N:1GEOTECHIProgram FileslWincoreMincore,92125326192125326.Watl-D.CLG 537 FOUNDATION I CAPACITY T+ WinCore County Brazoria Hole B-13 District Houston Version 3.1 Highway County Road 403 Structure Sound Wail D Date 10-30-2012 Control 0912-31-196 Station 160+01.90 Gend.Elev. 56.40 ft \ Offset 20.06°L GW Elev. NIA _, - 36 inch Drilled Shaft +56.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing +56.4 0 +46.4 - r r , r 10 NN +36.4 r • r 20 ED i e +26.4 30 e p ✓ t h +16.4 r , r r 40 (Ft) (Ft) +6.4 , r . r ° 50 -3.6 - r ° 60 -13.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) N:IGEOTECH\Program FllestWincore\Wincore192125326L92125326.Wall-D.CLG 538 aSOIL STRENGTH ANALYSIS T �o WinCore County Brazoria Hole B-14 District Houston ,_,Erersion 3.1 Highway County Road 403 Structure Sound Wall E Date 10-8-2012 Control 0912-31-196 Station 164+29.4B Gmd.Elev. 56.10 ft Offset 91.23'L GW Elev. Id/A • I I TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 56.1 54.1 0.00 0 0.0 0.00 0.00 2 54.1 42.1 0.11 1166 0.0 0.20 2.45 3 42.1 38.1 0.23 0 0.0 0.23 3.36 4 38.1 25.6 0.27 2894 0.0 0.51 9.69 5 25.6 20.1 0.39 0 0.0 0.39 12.00 • N:IGEOTECHIProgram Files1Wincore\Wincore19212532602125326.Wall-E.CLG 539 _ .-. SKIN FRICTION IESIGN Ar-z-- VVinCore County Brazoria Hole B-14 District Houston Version 3.1 Highway County goad 403 Structure Sound Wail E Date 10-8-2012 Control 0912-31-196 Station 164+29.48 Grnd.Elev. 66.10 ft Oilet 91.23'L GW Elev. NIA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 • +56.1 . 0 +46.1 \ r r r r 10 +36.1 rr 20 D E I +26.1 e 30 ....-- „ „ „.._ e P v I t h • (Ft) +16.1 r , - 40 (Ft) +6.1 r r r 50 • • -3.9 r r r r 60 -13.9 70 0 5 10 15 20 25 30 Accumulative Friction(T/F) , NAGEOTECHU.rogram FilesMincorelWincore192125326192125326.Wall-ECLG 540 FOUNDATION CAPACITY WfnCore County Brazoria Hole B-14 District Houston "z, rsion 3.1 Highway County Road 403 Structure Sound Wall E Date 10-8-2012 Control 0912-31-196 Station 164+29.48 Grnd.Elev. 56.10 ft Offset 91.23'L GW Elev. N/A 30 inch Drilled Shaft +66.10 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.1 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing 0 +56.1 . +46.1 10 +36.1 r20 t FD e +26.1 r r . 30 e P ✓ t h (Ft) + 16.1 r r . r r - 40 (Ft) • • +6.1 -- r 50 • -3.9 . . i---- 60 -13.9 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTEGFMrogram Files1Wincore\Wincare192125326192125326.Wall-ECLG 541 FUND ATI CAPACITY WinCore County Brazoria Hole B-14 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall E Date 10-8-2012 Control 0912-31-196 Station 164+29.48 Grnd.Elev. 56.10 ft Offset 91.23'L GW Elev. N/A 36 inch Drilled Shaft +56.10 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +51.1 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+25.6 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used vino Point Bearing WI Point Bearing +56.1 0 +46.1 . 10 +36.4 20 ED i 30 +26.1 •- �� - . eP L\ L • LL (Ft) + 16.1 - . � 40 (Ft) +6.1 r 50 • -3.9 . • . 60 -13.9 70 0 40 80 120 160 200 240 Foundation Capacity(Tons) N:tGEOTECMProgram FileslWinmfelWiincare492125326192125326.Wall-ECLG 542 SOIL STRENGTH ANALYSIS WinCore County Brazoria Hole B-15 District Houston "7"rsion 3.1 Highway County Road 403 Structure Sound Wall E Date 10-24-2012 Control 0912-31-196 Station 170+62.56 Gmd.Elev. 54.70 ft Offset 59.19'L GW Elev. WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 54.7 45.7 0.13 0 0.0 0.13 1.16 2 45.7 42.7 0.08 367 0.0 0.06 1.35 3 42.7 35.7 0.32 0 0.0 0.32 3.61 4 35.7 29.2 0.59 0 0.0 0.59 7.42 5 29.2 18.7 0.24 1375 0.0 0.24 10.07 • N:1GEOTECHWrogram Files1Wincoreninmre192125326192125326.Wall-E.GLG 543 SKIN FRICTION DESIGN .e l+UinCore County Brazoria Hole B-15 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall E Date 10-242012 Control 0912-31-196 Station 170+62.56 Grnd.Elev. 54.70 ft i Offset 59.19'L. GW Elev. N/A - Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +54.70 +44.7 ,\ 10 +34.7 . 20 E D I 30 e +24.7r N\\\\\ r ---. e P v t h (Ft) + 14.7 - ,. . . 40 (Ft) +4.7 50 -5.3 60 -15.3 70 0 5 10 15 20 25 30 Accumulative Friction(T/F) N:IGEOTECH\Program FileslWincore\Wincore19212532619212532a.Well-E.CLG 544 - "•' • ••••• • '•••" •:•••••1 ,:,'''..."."•-:• '...1 :''''"•-'1.:: "-!•...;-::FI.-7:'---•••:•:: :-:•:.-:1.7. ::•••-: •-"-'• . • ••••• .- i •• !- - • :-..: ...: :..:.•h--?..,' .-_•. :, • .• ... . ,••: •••• •••• •:,-,•:••.,- FOUNDATION CAPACITY WinCore County Srazoria Hole B-15 District Houston ----,-,Irsion 3.1 Highway County Road 403 Structure Sound Wail E Date 10-24-2012 Control 0912-31-196 Station 170+62.56 Grnd.Elev. 54.70 ft Offset 59.19'L GW Elev. NIA 30 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing w/Point Bearing +54.7 . 0 •;:---, , +44.7 •• - , , , 10 ......., ....,,, 20 ------.........,_.„,....% , .... - +24.7 ., 30 \ e •--,, P -, \\ v t h +14.7 r r r r 40 (Ft) (Ft) +4.7 , , , , , 50 -5.3 r 60 -15.3 70 0 20 40. 60 80 100 120 Foundation Capacity(Tons) NAGEOTEMProgram Fi1es1WincoreMincore192125326A92125326.Wa1l-E.CLG 545 ,s:i :.::.,r4..-,•••:..:::'•',.i'.::•: ••:•::::•':' -;!.-7::::a53":.1"•,:l.:-.•:.;•• ::::.-..-.-::: •• ;:... :..:-..:...:. . .....,••• • •" _!. • •• • -..-.., ._-.-...•-• • • • • •-•• : -:,_ ,:-.::-,,,,,,,,,:::.*-..,,,::::.:..-.... . .- FOU N DATION CAPACITY WinCore County Brazoria Hole B-15 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall E Date 10-24-2012 Control 0912-31-196 Station 170+62.56 Grnd.Elev. 54.70 ft Offset 59.19 L GW Elev. N/A 36 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing + 54.7 0 , - , +44.7 \--- e 10 ,..... „... ...N. ..., --„, ...N.. ..„..... -----__+ 20 ----,.. -....._...... _,........_. .----- E . D . _ I .,...„ e , 1 30 \ , N.,. ..„ t v •„‘ h• + 14.7 r r , 40 (Ft) (Ft) +4•7 r , r 50 r , • , -5.3 60 -15.3 70 0 20 40 60 80 100 120 \ Foundation Capacity(Tons) NAGEOTECI-Program Files1WincoraWincore192125326192125326.VValf-E.CLG 54 IL STRENGTH ANALYSIS AC' a t+NinCore County Brazoria Hole B-16 District Houston _*" rsion 3.1 Highway County Road 403 Structure Sound Wall E Date 10-25-2012 Control 0912-31-196 Station 173+25.93 Grnd.Elev 64.70 ft Offset 71.30'L GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T!F) 1 54.7 52.7 0.00 0 0.0 0.00 0.00 2 52.7 47.7 0.20 0 0.0 0.20 0.99 3 47.7 40.7 0.06 0 0.0 0.06 1.41 4 40.7 35.7 0.17 0 0.0 0.17 2.24 5 35.7 24.2 0.40 0 0.0 0.40 6.84 6 24.2 18.7 0.32 2866 0.0 0.50 9.85 • N:\GEOTECHIProgram FleslWinearelWineare192125326192125326.Wall-E.CLG . 547 SKIN FRICTION DESIGN WinCore County Brazoria Hole B-16 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall E . Date 10-25-2012 Control 0912-31-196 Station 173+25.98 Grnd.Elev. 54.70 ft Offset 71.3(11_ GW Elev. WA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(TISF) -. 0 1 2 3 4 +54.7 • 0 \-- +44.7 r r r • - 10 I \\ +34.7 - r 20 E D 130 e +24.7 -, r r r e P v t h (Ft) +14.7 40 (Ft) +4.7 50 -5.3 ,60 -15.3 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) • N:'GEO'fECHkProgram FileslWincorMiincore192125326192125326.Wall-E.CLG 548 FOUNDATION CAPACITY r� 0. WinCore County Brazoria Hole B-18 District Houston -- rsion 3.1 Highway County Road 403 Structure Sound Wall€ Date 10-25-2012 Control 0912-31-198 Station 173+25.98 Grnd.Elev. 64.70 ft Offset 71.30'L GW Elev. N/A 30 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used Wlo Point Bearing wI Point Bearing +54.7 , +44.7 . . r 10 I \:.‘......_.\\_,...„ +34.7 20 '::::N'''N-„ D e +24.7 . . 30 e p v t h +14.7 r . 40 (Ft) (Ft) +4.7 r , 50 -5.3 r r r 60 • -15.3 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH1Program RleslWincorelWincore192125326122125326.Wall-E.CLG 549 FOUNDATION CAPACITY WinCore County Brazoria Hole B-16 District Houston Version 3.1 ' Highway County Road 403 Structure Sound Wall E Date 10-25-2012 Control 0912-31496 Station 173+25.98 Grnd.Elev. 54.70 ft Offset 71.30L GW Elev. NIA 36 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+18.7 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wfo Point Bearing wl Point Bearing +54.7 0 , +447 • - --- 10 ,.\ . -..... +34.7 - - - 20 -,.. .,....., ----..„. ,._ ..... , ----.._ +24.7 - - ............. e P ------ v t ---._... . h +14.7 - - - • 40 (Ft) (Ft) +4.7 - ' " 50 -5.3 - - 60 • -15.3 . 70 0 20 40 60 80 100 120 -, • , , Foundation Capacity(Tons) NAGEOTECH1Prograrn FilesIWIncorelVVincore192125326192125326.Wall-E.CLG 550 SOIL T:'`ET ANALYSES VilinCore Count}, Brazoria Hole E3-17 District Houston sion 3.1 Highway County Road 403 Structure Sound Wall K Date 10-9-2012 Control 0912-31-196 Station 115¢57.44 Grnd.Elev. 57.40 ft Offset 34.43'R GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 57.4 53.4 0.00 0 0.0 0.00 0.00 2 53.4 48.4 0.09 0 0.0 0.09 0.45 3 48.4 43.4 0.08 0 0.0 0.08 0.84 4 43.4 33.4 0.13 0 0.0 0.13 2.16 5 33.4 28.4 0.38 0 0.0 0.38 . 4.04 6 28.4 25.4 0.28 2275 0.0 0.40 5.23 7 25.4 21.4 0.21 0 0.0 0.21 6.18 • • • N:IGEOTECH\Program Files\WincareMincore192125326192125326.Wall-KCLG 551 . .4-- SKIN FRICTION DEmr-1 za-Ev- WinCore County Brazoria Hole B-17 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall K Date 10-9-2012 - I Control 0912-31-196 Station 115+57.44 Gmd.Elev. 57.40 ft Offset 34.43'R GW Elev. N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(IMF) 0 1 2 3 4 +57•4 1--i\+47.4 10 +37.4 r r 20 E D I •+27.4 , 30 e - v • t . h +17.4 r , 40 (Ft) (Ft) : . +7.4 ,. 50 • -2.6 60 -12.6 70 0 5 10 15 20 25 30 _ Accumulative Friction(TIF) NAGEOTECHIPrograrn FliesMincareIWIncore192125326192125326.Wall-KCLG 552 - FO 'NDATION CAPACITY !ti/irsion County Brazoria Hole B-17 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wail K Date 10-9-2012 Control 0912-31-196 Station 115+57.44 Gmd.Elev. 57.40 it Offset 34.43'R GW Elev N/A 30 inch Drilled Shaft +57.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing 0 +57.4 '\ � 10 +47.4 , , , +37.4 >` D e +27.4 30 ep t v h +17.4 r 40 (Ft) (Ft) • +7.4 ' 50 -2.6 ' 60 . -. -12.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) It\GEOTECKProgram Files1WincarelWincorel92125326192125325.VJall-KCLG 553 FOU ` DATION CAPACITY ri WinCore County Brazoria Hole B-17 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall K Date 10-9-2012 Control 0912-31-196 Station 115+57.44 Gmd.Elev. 57.40 ft Offset 34.43'R GW Elev. 6N/A 36 inch Drilled Shaft +67.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +52.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing • tom/Point Bearing — +57.4 . , , , , +47.4 ' 10 \\ . +37.4 r ' 20 E - + 27.4 r r-", ' 30 e e p v t • h +17.4 . , (Ft) 40 (Ft) 50 -2.6 • r r 60 -12.6 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECHIP rogram FileslWincore1WIncare\92125326192125326.Wall-KCLG 554 r.-mon SOL STRENGTHANALYSIS WinCore County Brazoria Hole B-1B District Houston `-arsion 3.1 . Highway County Road 403 Structure Sound Wall K Date 10-15-2012 Control 0912-31-196 Station 121+11.62 Grnd.Elev. 53.50 ft Offset 35.45'R GW Elev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev- TGP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 58.5 56.5 0.00 0 0.0 0.00 0.00 2 56.5 49.5 0.23 2225 0,0 0.39 2.73 3 49.5 39.5 0.12 0 0.0 0.12 3.91 4 39.5 28 0.81 0 0.0 0.81 13.22 5 28 22.5 0.26 0 0.0 0.26 14.76 N:IGEOTECH1Program FileslWincorelWincore19212532fi92125326_Wali-KCLG 555 SKIN FRICTION DESIGN �z WinCore County Brazoria Hole B-18 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall K Date 10-15-2012 - Control 0912-31-196 Station 121+11.62 Grnd.Elev. 58.50 ft Offset 35.45'R GW Elev. Hd/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(TISF) 0 1 2 3 4 +58.5 • 0 4-48.5 r r 10 +38.5 r r 20 E D Ie +28.5 —__ -- - - 30 e P v t h . + 18.5 r . . 40 (Ft) (Ft) +8.5 r . . 60 -1.5 r- - � 60 -11.5 70 0 5 10 15 20 25 30 Accumulative Friction(T/F) N GEOTECHIPragram F Fes\Wincore%Wincore192125326Y9212532S Wall-KCLG 556 �- FOUNDATION CAPACITY WinCore County Brazoria Hole B-18 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wall K Date 10-15-2012 Control 0912-31-196 Station 121+11.62 Gmd_Elev. 58.50 ft Offset 35.45'R GW Elev. WA 30 inch Drilled Shaft +58.50 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +53.5 Disregard Elevation • Pb: 2 Diameters Below Tip Checked Tip Elevation=+28 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing +58.5 • +48.5 t 10 , ,t +38.5r 20 r D +28.5 �,.., 30 e e p r, V h . +185 r 40 (Ft) (Ft) 1-8.5 r 50 -1.5 -- 60 -11.5 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECI-i\Program FllestWincoreMiinccore192125325192125328•Wall-KCLG 557 Yd F U AT ON CAPACITY WinCore County Brazoria Hole B-18 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall K Date 10-15-2012 - Control 0912-31-196 Station 121+11.62 Grnd.Elev. 58.50 ft I Offset 35.45'R GW Elev. NIA 36 inch Drilled Shaft +58.50 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +53.5 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+31 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing - +58.5 \-----\, +48.5 e r 10 , , , , , , , +38.5 r r r r 20 E D I 30 e +28.5 e P \ \ v t h (Ft) +18.5 r 40 (Ft) +8.5 r r r 50 -1.5 -- r 60 -11.5 70 0 40 80 120 160 200 240 Foundation Capacity(Tons) N_1GEOTECHIProgram Flies1WincorelWirrcore192125326192125326.Wafl-KCLG • 558 r. 6L STRENGTH ANALYSIS �a ,ltllinCore County eraaoria Flole S-19 District Houston fision 3.1 Highway County Road 403 Structure Sound Wall J Date 10-16-2012 Control 0912-31-196 Station 125+37.89 Grnd.Elev. 59.00 ft Offset 39.01'R GW Elev. WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T!F) 1 59 57 0.00 0 0.0 0.00 0.00 2 57 55 0.00 0 0.0 0.00 0.00 3 55 48.5 0.16 972 0.0 0.17 1.11 4 48.5 38.5 0.11 0 0.0 0.11 2.20 5 38.5 23 0.36 0 0.0 0.36 8.03 • N:\GEOTECH\Program FilestWincorelWincore\9212532619212x1?6.Wall-J.CLG 559 Cm SKIN FRICTION LIES G �Aa W County i razoria Hole B-19 District Houston Versionrsion 3.1 - Highway County Road 403 Structure Sound Wall J Date 10-16.2012 Control 0912-31-196 Station 125+37.89 Grnd.Elev. 59.00 ft Offset 39.01'R GW Elev. EIA Drilled Shaft Design: Soil Reduction Factor v 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +59 0 +49 - J L J L J 10 +39 -` 1 r 1 r 1 20 E D +29 r' J L J L J 30 e p v t • h (Ft) + 19 1 r 1 r 7 40 (Ft) I i +9 J L J L J 50 • -1 1 r 1 r -1 60 • -11 70 0 5 10 15 20 25 30 Accumulative Friction(T/F) N:IGEOTECH1Program FEIes1WlncorelWincore192125326192125326.WaII,I.CLG 560 FOUNDATION CAPACITY -, ?dinCore County Srazoria Hole B-19 District Houston ersion 3.1 Highway County Road 403 Structure Sound Wall J Date 10-16-2012 Control 0912-31-196 Station 125+37.69 Grnd.Elev. 59.00 ft Offset 39.01'R OW Elev. id/A 30 inch Drilled Shaft +59.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +54 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing trill Point Bearing +59 0 +49 `\T J L J L J 1O \ \ \ \ l +H9 - r 1 r i 20 .:::NNNt,, D , +29 - J J L J 30 a \ V \ t Sl (Ft) +19 -Ir 7 r 1 40 (Ft) +9 J L J L J 50 -1 -i r 1 r -i 60 -11 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) - N:\GEOTECH1Program Flles%Wincor Wincore\92125326192125326.WalIJ.CLG 561 • FOU :'_PiAllON CAPACITY Win Core Version 31 County Brazoria Hole B-19 District Houston Highway County Road 403 Structure Sound Wall J Date 10-16-2012 Control 0912-31-196 Station 125+37.89 Grnd.Elev. 59.00 ft Offset 39.01'R Gtrd Elev. WA 36 Inch Drilled Shaft +59.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +54 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used +�9 w!o Point Bearing w/Point Bearing 0 \ p ., +49 \`C J L J - L J 10 +39 'Z- r n r 1 :: :'- (Ft) ED I +29 J L -- L J e b .. t h + 19 - -i r 1 r 40 (Ft) +9 J L J L J 50 -1 - r 1 r -I 60 -11 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECHIProgram Files\W incore1Wincore\92425326182125328.WaIW.CLG 562 LSTRENGTHANALYSIS WinCore County Braaoria Hole 5-20 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wall J Date 1046-2012 Control 0912-31-196 Station 129+35.09 Grnd.Elev. 59.00 ft Offset 36.99°R GW Elev. WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi 'TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 59 55 0.00 2556 0.0 0.45 1.79 2 55 50 0.23 1901 0.0 0.33 3.45 3 50 43.5 0.15 0 0.0 0.15 4.44 4 43.5 35 0.31 0 0.0 0.31 7.04 5 35 28.5 0.88 0 0.0 0.88 12.76 6 28.5 23 0.20 0 0.0 0.20 13.97 • N:4GEOTECH\Program Files lWincorelWincore492125326192125326.Wall•J.CLG 563 SKIN FRICTION DESIGN WinCore County Brazoria Hole B-20 District Houston Version 3.1 Highway County Road 403 Structure Sound Wail J Date 10-16-2012 Control 0912-31-196 Station 129+35.09 Grnd.Elev. 69.00 ft ‘ Offset 36.99'R GW Elev. N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +59 0 +49 1 r 10 +39 r 20 • E D I +29 _--_ r , 30 e e P v t h • (Ft) +19 — r � 40 (Ft) + 9 r r 50 -1 r , r 60 -11 70 0 5 10 15 20 25 30 Accumulative Friction(T/F) N:1GEOTECIfProgram F1eslWircoreiWincore192125326192125326.WaIW.CLG 564 FOU',; DATIvCAPA i N�0 WinCore , _ - ,\-rsion 3.1 County Brawl-la Hole 9-20 District Houston Highway County Road 403 Structure Sound Wall J Date 10-16-2012 Control 0912-31-196 Station 129+35.09 Grnd.Elev. 59.00 ft Offset 36.99'R GW Elev. NIA 30 inch Drilled Shaft +59.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +54 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used *�9 Arlo Point Bearing wI Point Bearing 0 +49 - \`c- J L J L J 10 , .y , +39 - -i --- r -, r , 20 ' +29 - J L J J 30 e e p , v t h (Ft) +19 -i r 1 r 1 40 (Ft) +9 - J L J L J 60 -1 r 1 r -i 60 -11 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:\GEOTECH1Program Flles\Wincore\Wincorel92125326\92125326-WaIIJ.CLG 565 Arai. F UNI AT0 N CAPACITY WinCore County Brazoria Hole B-20 District Houston Version 3.1 - Highway County Road 403 Structure Sound Wall J Date 10=16-2012 Control 0912-31496 Station 129+35.09 Grnd.Eisv. 59.00 ft Offset 36.9W R GW Elev. 6d1A 36 inch Drilled Shaft +59.00 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +54 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+29.5 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used ¢59 w/o Point Bearing wl Point Bearing 0 +49 - J L J L J 10 • • • '\ x'39 r7 r 7 20 ti, E D I +29 - J L J L 1J--- 30 e i• e p V t h (Ft) + 19 1 r 1 r 7 40 (Ft) +9 J L J L J 50 .1 -, rr 7 60 -11 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:\GEOTECH\Program FlleslW1ncore\Wlncore\92125326192125326.Well-J.CLG 566 yy .1i--SOL STREN GTh .i' NALYSIS -vUinGore County Braaoria Hole B-21 District Houston -rsion 11 Highway County Road 403 Structure Sound Wall I Date 10-16-2012 Control 0912-31-196 Station 136+33.56 Grnd.Elev. 55.40 ft Offset 37.5W R OW Elev. WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion .Degrees Friction Friction From To (PSF) (TSF) (T/F) 1 55.4 53.4 0.00 0 0.0 0.00 0.00 2 53.4 49.9 0.14 0 0.0 0.14 0.49 3 49.9 44.9 0.12 461 0.0 0.08 0.89 4 44.9 38.4 0.09 0 0.0 0.09 1.46 5 38.4 27.4 0.42 0 0.0 0.42 6.08 6 27.4 19.4 0.33 0 0.0 0.33 8.91 N:\GEOTECMPragram Files\Wincore\Wincore192125325t92125328.WaIl•I.CLG 567 SK[N FR CTION DEMON Fftlincore County Brazorie mole 6-21 District Houston Version 3.1 Highway County Road 403 Structure Sound Vilall I Date 10-16-2012 Control 0912-31-196 Station 136+33.56 Grnd.Elev. 55.40 ft Offset 37.58°R GW Elev. NIA Drilled Shaft Design: Soil Reduction Factor m 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +55.4 0 +45A - J L J L J 10 +35.4 -, r r 1 20 E D 1 +25.4 J L J L J 30 e - e P v t h (R) +15.4 -1 r 1 r 1 40 (Ft) +5.4 1 L J L J 50 -4.6 r 1 r 1 60 -14.6 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) N:IGEOTECISProgram Flles1WIncoreMincare192125326192125326.Wall-I.CLG 568 FOU AT }NCAPAkCgrf W'rore County Brazoria Hole B-21 District Houston irs ~ ion 3.1 Highway County Road 403 Structure Sound Wall I Date 10-16-2012 Control 0912-31-196 Station 136+33.56 Grnd.Elev. 55.40 ft Offset 37.58'R GW Elev. N/A 30 inch Drilled Shaft +55.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wI Point Bearing 0 +55.4 +45.4 --r J L J L J 10 • ... +35.4 ..*1, r i r i 20 D +25.4 J L e --- J L • J 30 e � p ✓ 1., t • h (Ft) +15.4 1 r r , 40 (Ft) • 1-5.4 J L J L J 50 -4.6 7 r -1 r - 60 -14.6 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECMProgram Files\W incore1Wincare192125326t9212a326.Waf-i.CLG 569 zi -ror F 1. ATO CAPAC TY ~N m WinCore County Brazoria Hole 13-21 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall I Date 10-16-2012 Control 0912-31-196 Station 436+33.56 Grnd.Elev. 55.40 ft _ Offset 37.58°R GW Elev WA 36 inch Drilled Shaft +55.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used +55.4 w/o Point a oaring w/Point Bearing 0 +454 \ J L J L J 10 1\ • +35.41�-. r r 1 20 1 30 e +25.4 Si L 'J.'J.,., L J e P v t . h (Ft) +15.4 i r 1 r 1 40 (Ft) • +5.4 J L J L J 50 -4.6 1 r 1 r 1 60 -14.6 70 0 20 40 60 80 100 120 i Foundation Capacity(Tons) NIGEOTECH\Program Flles\WlncorelWlncorel92125326192125326.Wall-I.CLG 570 A--7` SOL ST#-ENGTH ANALYSIS z om w,I,. WlnGore County Brazoria Hole B.22 District Houston r;rsion 3.1 Highway County Road 403 Structure Sound Wall I Date 10.17.2012 Control 0912.31195 Station 139+09.32 t9rnd.Eley 55.30 ft Offset 38.88°R OW Elev. WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PS F) (TSF) (TIF) 1 55.3 51.3 0.00 0 0.0 0.00 0.00 2 51.3 46.3 0.16 0 0.0 0.16 0.82 3 46.3 37.3 0.14 0 0.0 0.14 2.08 4 37.3 24.8 0.31 0 0.0 0.31 5.94 5 24.8 19.3 0.28 1800 0.0 0.32 7.83 • N:\GEOTECH1Program Files\WincorelWincore192125326\92125326.Wall-I.CLG 571 m.� SKIN FRICT ON DESMN Nltlm W rSion County Brazoria tole B-22 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall I Date 10-17-2012 i Control 0912-31-196 Station 139+09.32 Grnd.Elea 55.30 ft Offset 38.88'R GW Elev. HA Drilled Shaft Design: Soil Reduction Factor® 0.7 TAT Friction Values Used • Unit Frictional Resistance(T/SF) 0 1 2 3 4 +55.30 +45.3 J L J L J 10 +35.3 - 1 r 1 r 1 20 E D +25.3 J L I L J 30 e e P • v t . h (Ft) +15.3 1 r r 7 40 (Ft) • • +5.3 J L J L J 50 -4.7 ti r 1 r 7 60 -14.7 70 0 5 10 15 20 25 30 Accumulative Friction (T/F) N:1GEOTECHlPragram Flles\WincorelWincore192125 926192125326.Wall-I.CLG 572 ,moi FOUNDATION CAPACITY wlnGore County Brazoria Hole 5-22 District Houston '—`srsion 3.1 Highway County Road 403 Structure Sound Wall I Date 10-17-2012 Control 0912-31-196 Station 139+-09.32 Grnd.Elev. 55.30 ft Offset 38.86°R GW Elev. N/A 30 inch Drilled Shaft +55.30 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50.3 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w!Point Bearing +55.3 \ +453 \1� J L J L J 10 \\ \\\ `,' +35.3 r 1 r -i 20 D r, e +25.3 - J L '•� J L J 30 a p v t h (Ft)• + 15.3 L r 1 r n 40 (Ft) +5.3 J L J L J 50 -4.7 -i r -\ r 60 -14.7 L70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECH1Prograrn Flies\W incore\W Incore192125326192120m6.W ail-I.CLG 573 FOUNDATP. N CAPACITY W rsion County 15razoria Hole B-22 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall S Date 10-17-2012 Control 0912-31-196 Station 139+09.32 Grnd.Elev. 55.30 ft Offset 38.88'R GW Elev. NIA 36 inch Drilled Shaft +55.30 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +50.3 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used +55.3 wlo Point Bearing w(Point Bearing 0 +45.3 `� J L J L J 10 \ \ ,h� +3.5.3 7 --,, r 1 r n 20 `�J E D 1 +25.3 J L J L J 30 e vt . h {Ft) +15.3 1 r 1 r 7 . 40 (Ft) +5.3 J L J L J 50 4.7 1 r 1 r 60 -14.7 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:\GEOTECH\Program FlleslWincorelWincore192125325\92125326.Wall-I.CLG 574 L TRET ANALYSIS linCore County Srazoria Hole 5-23 District Houston i `rsion 3.1 Highway County Road 403 Structure Sound Wall 11 Date 10-18-2012 Control 0912-31-196 Station 146+01.53 Grnd.Elev. 54.80 ft Offset 31.41'R GW Elev. NIA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF9 (TSF) (TIF) 1 54.8 50.8 0.00 0 0.0 0.00 0.00 2 50.8 40.8 0,12 0 0.0 0.12 1.23 3 40.8 34.3 0.30 0 0.0 0.30 3.16 4 34.3 25.8 0.74 0 0.0 0.74 9.48 5 25.8 18.8 0.28 1541 0.0 0.27 11.50 • N:GEOTECMProerarn FileslWincoreWlincore192125326192125326.Wall-H.CLG • 575 ma SKIN FR CT�`4 DESIGN z. WinCore County Brazoria Hole B-23 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall H Date 10-98-2012 Control 0912-31-196 Station 146+01.53 Grnd.Elev. 54.80 tt Offset 31.41'R GW Elev. NIA Drilled Shaft Design: Soil Reduction Factor o 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 • +54.80 +44.8 -r J L J L J 10 --\. ,. +34.$ - 1 r 1 r -1 20 E D I +24.8 1----- J 30 e L J L J e P ✓ t h (Ft) +14.8 1 r 1 r 1 40 (Ft) +4.8 - J L J L J 50 -5.2 , r 1 r -I 60 -15.2 70 0 5 10 15 20 25 • 30 �\ Accumulative Friction(TIF) N:IGEOTECH1Program FileslWIncorelWincore192125326192125326.Wall•H.CLG 576 FOUNDATION CAPACITY ii�L d�i. a. WinCOre �srsion 3.1 County Srapria Hole B-23 District Houston Highway County Road 403 Structure Sound Wall H Date 10-18-2012 Control 0912-31-196 Station 146+01.53 Gmd.Elev. 54.80 ft Offset 31.41'R GVH Elev. WA 30 inch Drilled Shaft +54.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.8 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used vino Point Bearing vv/Point Bearing 0 +54.8 ti +44.8 J L J L J 10 \\_____ +84.81 _ r -i r 1 20 _ D +24.8 - J L J • L J 30 , eP V t ` h (Ft) +14.8 r r l 40 (Ft) +4.8 J L J L J 50 • -5.2 , r -t r -1 60 • -15.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:\GEOTECH\Program Flles1WincorelWincore192125326192125326.Wall-H.CLG 577 re F *UN ATPO CAPACfTY t ore County Brazoria Hole B-23 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall H Date 10-18-2012 Control 0912-31-196 Station 146+01.53 Gmd.Elev. 54.80 ft Offset 31.4V R GW Elev. N/A 36 inch Drilled Shaft +54.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.6 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+24.8 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used ¢54.8 w/o Point Bearing w/Point Bearing 0 \ +44.8 _--\ J L J L J 10 \\ ♦ ♦♦y -1-34.8r 20 E D ip ~y\ 30 e +24.8 - J L J L ♦♦ e P v • t h (Ft) +14.8 r 1 r 40 (Ft) +4.8 J L J L J 50 -5.2 - 7 r 1 r 1 60 -15.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:IGEOTECHIProgram FIIeslWincorelW1ncore192125326192125326.Wall-H.CLG 578 SOIL Sr'''. GT ANALYSIS WinCore County Braaoria Hole 5-24 District Houston -:irsion 3.1 Highway County Road 403 Structure Sound Wall H Date 10-18-2012 Control 0912-31-196 Station 148+38.59 Grnd.Elev. 54.70 ft Offset 30.54'R GW Elev, WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Eiev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIP) 1 54.7 52.7 0.00 2714 0.0 0.48 0.95 2 52.7 49.2 0.11 0 0.0 0.11 1.32 3 49.2 44.2 0.08 475 0.0 0.08 1.73 4 44.2 39.2 0.11 0 0.0 0.11 2.26 5 39.2 25.7 0.55 0 0.0 0.55 9.64 6 25.7 18.7 0.34 0 0.0 0.34 12.19 • I N:1GE0TECH\Program FileslWlncwe\Wincore192125326192125326.Wall-H.CLG 579 SKII`- FRICTION DESIGN %AlinCore Version 3.1 County Brazoria i'Jole B-24 District Houston Highway County Road 403 Structure Sound Wall Ci Date 90.18 4012 Control 0912-31-196 Station 148+38.59 Grnd.Eieev. 54.70 ft _ Offset 30.54'R Gly Elev. N/A Drilled Shaft Design: Soil Reduction Factor: 0.7' TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 .¢54.7 , 0 T1 { \ J L J L J 44.7 10 1-- --\\ +34.7r 1 r 7 20 E D I +24.7 _ J J L J 80 e p v \ t h (Ft} f 14.7 - 7 r 7 r 40 (Ft) • +4.7 J L J L J 50 -5.3 7 r 7 r 7 60 -15.3 70 0 5 10 15 20 25 30 Accumulative Friction (TJF) N:\GEOTECH\Program Flies\WIncore\Winco e192125326\92125326.WaIl-H.CLG 580 FOUNDATION CAPACITY .'errosynterrt WinCore County Brazoria Hole B-24 District Houston !rsion 3.1 Highway County Road 403 Structure Sound Wall H Date 10-18-2012 Control 0912-31-196 Station 148+38.59 Gmd.Elev. 54.70 ft Offset 30.54°R GW Elev. NIA 30 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used +54.7 W 1 Point Bearing w!Point Bearing O \ \ +4.4.7 -t. J L J L J 1 0 i 4 -I-34.7 , r , 20 D .. e +24.7 JL L J 30 z\ eP v t h • + 14.7 - 1 r --1r , 40 (Ft) (Ft) 'i'4.7 - 1 L J L J 50 -5.3 1 r 1 r , 60 -15.3 70 ' 0 20 40 60 80 100 120 Foundation Capacity(Tons) N:\GEOTECH\Program Files\Wincare\Wincare\92125326192125326.Wall-H.CLG 581 FOU€' DATHO TicApAcrry .vn��m WinCore County Br zoria Hole B-24 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall H Date 10-18-2012 I Control 0912-31-196 Station 148+38.59 Grnd.Elev. 54.70 ft Offset 30.54'R GW Elev. N/A • 36 inch Drilled Shaft +54.70 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.7 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+22.7 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used +54.7 w/o Point Bearing sir/Point Bearing 0` +44.7 \ J L JL J 10 \ `.1 +34.7 - 1 - r 7 r -1 20 E D ' 6. I +24.7 -- J L J \`L`, J 30 e e p v �`. , t . h (Ft) +14.7 r n r -I 40 (Ft) +4.7 J L J L J 50 -5.3 r 7 r 7 60 -15.3 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) N'GE07ECHProgram Fles\WincorelWincore192125326142125326.WaEhH.CLG 582 SOIL STRENGTH ANALYSIS • Wir+Core County Brazoria Hole B-25 District Houston - "-rsion 3.1 Highway County Road 403 Structure Sound Wall G Date 10-26-2012 Control 0912-31-196 Station 183+91.37 Gmd.Elev. 52.80 ft Offset 25.20'R GW Elev. N/A • TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T/F) 1 52.8 50.8 0.00 0 0.0 0.00 0.00 2 50.8 45.8 0.11 1008 0.0 0.18 0.88 3 45.8 37.3 0.11 0 0.0 0.11 1.77 4 37.3 27.3 0.15 0 0.0 0.15 3.26 5 27.3 16.8 0.26 2876 0.0 0.50 8.80 N:IGEOTECHIProgrem Fles\WincoraNiincore192125326192125326.Wait-G.CLG 583 fns SKIN FRICTION DESIGN WinCore County Brazoria Hole 13-25 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall G Date 10-26-2012 Control 0912-31-196 Station 183+91.37 Gmd.Elev. 52.80 ft Offset 25.20'R GW Elev N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +52.80 +42.8 A . r . 10 1 +32.8 - 20 E �~— D 30 e + 22.8 e p V t h (Ft) +12.8 40 (Ft) +2.8 r r r 50 • -7.2 r r r r . 60 -17.2 70 0 5 10 15 20 25 30 i Accumulative Friction(TIF) N:\GEOTECHIProgram Files1WincoreMiincore192125326192125326.Wall-G.CLG 584 .. 4.-- FOUNDATION CAPACITY WinCore County Brazoria Hole B-25 District Houston ion 3.1 1 Highway County Road 403 Structure Sound Wall G Date 10-26-2012 Control 0912-31-196 Station 1834-91.37 Gmd.Elev. 52.80 ft Offset 25.20'R GW Elev. NFA 30 inch Drilled Shaft +52.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +47.8 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing w/Point Bearing +52.8 0 , . \ +42.8 \--. , ,- r 10 \ \ 1 \ \ \,\\ +328 --- - , r• 20 , r --sc 4, ' ---.....‘ +22.8 r , 30 e ......, e -.... P ._, ...,. -...,. v t ----... . h +12.8 r , , 40 (Ft) (Ft) +2.8 , „ , , , r 50 -72 , r- " r 60 -17.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTECHTrogram FilestWincnre1VVIncore192125326192125326,Wall-G.CLG • 585 .:... . .: ... Q.pyg FO DAT CAPACITY WinCore County Brazoria Hole B-25 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall G Date 10-26-2012 Control 0912-31-196 Station 183+91.37 Grnd.Elev. 52.80 ft Offset 25.20'R GW Elev. NIA -— 36 inch Drilled Shaft +52.80 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +47.8 Disregard Elevation Pb: 2 Diameters Below lip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used vino Point Bearing -•-- vv/Point Bearing +52.8 0 \ +42.8 . . r 10 \ +32.8 . r . 20 ,i,, D i +22.8 ,_-- . 30 e p v t h +12.8 r r ,- 40 (Ft) (Ft) +2.8 r r r 50 -7.2 r r r r 60 -17.2 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) `, _ N:IGEOTECHIProgram FlIee4WincorelMncore‘92125326192125328.Wall-G.CLG 586 Vii' S:. SOL STRENGTH ANALYSIS WinCore County Brazoria Hole B-26 District Houston `s-lrsion 3.1 Highway County Road 403 Structure Sound Wail F Date 10-26-12 Control 0912-31-196 Station 187+72.10 Gmd.Elev. 52.40 ft Offset 25.97'R GW Elev. WA TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIF) 1 52.4 50.4 0.00 0 0.0 0.00 0.00 2 50.4 45.4 0.16 0 0.0 0.16 0.80 3 45.4 38.4 0.18 0 0.0 . 0.18 2.03 • 4 38.4 28.4 0.14 0 0.0 0.14 3.47 5 28.4 23.4 0.11 0 0.0 0.11 3.99 6 23.4 20.4 0.26 1274 0.0 0.22 4.66 7 20.4 16.4 0.20 0 0.0 0.20 5.57 • 1 N:IGEOTECMProgram Files\WincorelWincore192125326192125326.Wall-F.CLG 587 A x SKI! : FRICTION DESIGN WinCore County Brazorla Hole B-26 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 10-28-12 , Control 0912-31-196 Station 187+72.10 Grnd.Elev 52A0 ft Offset 25.97'R GW Elev. WA • Drilled Shaft Design: Soil Redaction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +52.4 0 ..\_ +42.4 \ - r r 10 \ .+32.4 - - 20 E D l30 e 1 +22.4 - , e P y t h + 12.4 . 40 (Ft) (Ft) +2.4 r . , 50 -7.6 . . - .- 60 • -17.6 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) N:\GEOTECH\Program FileslwncorenVincore\92125326\92125326.Wa0-F.CLG 588 y FOUNDATION Pam ,..w 'JVinCore County Brazoria Hole B-26 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wall F Date 10-26-12 Control 0912-31-196 Station 187+72.10 Grnd.Elev. 52.40 ft Offset 25.97'R GW Elev. N/A 30 inch Drilled Shaft +52.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +47.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing - 0 +52.4 +42.4 " 10 + 32.4 " " 20 D . + 22.4 " •~c, r 30 e '`N p ✓ , \\ t • h (Ft) +12.4 " " " " 40 (Ft) + 2.4 " " 50 -7.6 " " " " " 60 -17.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) N:IGEOTECHIProgram Files1Wncore\Wlncore192125326192125326.Wall-F.CLG 589 ry Fs 'Li D 11 CAPACITY 1,1iWinCore County Brazoria Hole B-26 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 10-26-12 Control 0912-31-196 Station 187+72.10 Grnd.Elev. 52.40 ft _ Offset 25.97'R GW Elev. 1414 36 inch Drilled Shaft +52A0 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +42.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used Arlo Point Bearing WI Point Bearing 0 +52.4 +42.4r 10 • +32.4 - . 20 E D I30 e +22.4 r e -..... P v t h +12.4 . . 40 (Ft) (Ft) +2A . . 50 . -7.6 60 -17.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) — N:tGEOTECHtProgram FileslWincorelWincore192125326192125326.Wafl-PCLG 590 flim SOL STRENGTH ANALYSIS WinCore County Brazoria Hole 8-27 District Houston ---n-sion 3.1 Highway County Road 403 Structure Sound Wall F Date 11-1-2012 • Control 0912-31-196 Station 191+85.45 Grnd.Elev. 54.90 ft Offset 40.44'R GW Elev. N/A TAT Values Preferentially Used - Soil reduction factor of 0,7 applied • Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T/F) 1 54.9 45.9 0.28 1613 0.0 0.28 2.54 2 45.9 40.9 0.12 0 0.0 0.12 3.15 3 40.9 25.9 0.35 0 0.0 0.35 8.45 4 25.9 18.9 0.34 3492 0.0 0.61 13.03 • • • N:IGEOTECH\Program Files1WincorelWincore192125326192125326.Wall-FCLG 591 SKIN FRICTION DESIGN r. .iira WinCore County Brazoria Hole B-27 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-1-2012 Control 0912-31-196 Station 191+85.45 Grnd.Elev. 54.90 ft Offset 40.44'R GW Elev. 11/A -- Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 a 54.9 \ 0 +44.9 \ 10 +34.9 20 E D 1 30 e +24.9 e P vt h (Ft) +14.9 40 (Ft) +4.9 r 50 -5.1 - , r r 60 -15.1 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) N:IGEOTECtPProg(arn FfleslWincorMiincore\92125326192125326.Wail-F.CLG 592 FOUNDATION CAPACITY 417+-7 WinCore County Brazoria Hole B-27 District Houston ---rsion 3.1 Highway County Road 403 Structure Sound Wail F Date 11-1-2012 Control 0912-31-196 Station 191+85.45 Grnd.Elev. 54.90 ft Offset 40.44 R GW Elev. RUA 30 inch Drilled Shaft +54.90 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.9 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing +54.9 0 ▪44.9 r 10 NN-NN +34.9 20 • +24.9 30 .„. • +14.9 40 (Ft) (Ft) +49 50 -5.1 60 -15.1 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTECHIProgram FilestWincore\VVincorel92125326192125326.Wall-ECLG 593 Pt UNDATION CAPACITY dk,�.".n.,,rr°. WinCore County Brazoria Hole 5-27 District Houston Version 3.1 Highway County Road 403 Structure Sound Walt F Date 11-1-2012 Control 0912-31-196 Station 1914-85.45 Grnd.Elev. 54.90 ft Offset 40.44'R GW Elev. NIA 36 inch Drilled Shaft +54.90 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.9 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+22.4 • TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing w!Point Bearing +54.9 +44.9 10 20 +34.9 \ E D +24.9 - 30 ep v fi h +14.9 r - 40 (Ft) (Ft) +4.9 - - ' - - 50 -5.1 r .- - 60 -15.1 70 0 40 80 120 160 200 240 Foundation Capacity(Tons) Pt:1GE0TECH1Progran Files1WincoreWrbcore192125326192125326.Wall-F.CLG 594 SOIL STRENGTH ,-A SES W1nCore County Brazoria Hole B-28 District Houston "'r rsion 3.1 Highway County Road 403 Structure Sound Wall F Date 11-1-2012 Control 0912-31-196 Station 196+19.67 Grnd.Elev. 52.40 ft Offset 35.73'R GW Elev. NIA TAT Values Preferentially Used - Soil reduction factor of 0.7 applied • Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (TIE) 1 52.4 48.4 0.00 2045 0.0 0.36 1.43 2 48.4 43.4 0.10 497 0.0 0.09 1.87 3 43.4 28.4 0.17 0 0.0 0.17 4.40 4 28.4 23.4 0.16 0 0.0 0.16 5.20 5 23.4 16.4 0.23 0 0.0 0.23 6.95 F N:1GEOTECH\Program Files1WlncorelWincore192125326192125326.Wall-F.CLG 595 SKIN FRICTION DESIGN WinCore County Brazoria Hole B-28 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-1-2012 -- Control 0912-31-196 Station 196+19.67 Gmd.Elev. 5240 ft Offset 35:73'R GW Elev. P.YA Drilled Shaft Design: Soil Reduction Factor= 0.7 • TAT Friction Values Used Unit Frictional Resistance(T!SF) 0 1 2 3 4 +52.4 0 +42.4 r - 10 +32.4 . . 20 E D 1 .. e +22.4 - . 30 e \ p v \ t • h (Ft) +12.4- .-- � 40 (Ft) • +2.4 ,--- , . 50 -7.6 - � . 60 -17.6 70 0 5 10 15 20 25 30 Accumulative Friction(ThF) _, N:1GEOTECH1Program Files1WincorelWincore\92125326%92125326.WalI-FCLG 596 FOUNDATION CAPACITY WinCore County Braaoria Hole B-28 District Houston rsion 3.1 Highway County Road 403 Structure Sound Wail F Date 11-1-2012 Control 0912-31-196 Station 196+19.67 Grnd.Elev. 52.40 ft Offset 35.73'R GW Elev. N/A 30 inch Drilled Shaft +52.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +47.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing Wl Point Bearing 0 +62.4 • +42.4 .. < 10 +32.4 - 20 e +22.4 30 ep \` t h • +12.4 (Ft) r 40 (Ft) • +2.4 ' 50 -7.6 r r .- 60 -17.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) N:1GEOTECMProgram FflestWirxare&Wincora192125326192125326.Wall-F.CLG 597 . ; •• FOUNDATION CAPACITY iffisl,.. Win Core County Brazoria Hole B-28 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-1-2012 Control 0912-31-196 Station 196+19.67 Grnd.Elev. 52.40 ft Offset 35.73'R GW Elev. WA • 36 inch Drilled Shaft +52.40 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +47.4 Disregard Elevation Pb: 2 Diameters Below Tip Checked - Load exceeds hole capacity TAT Values Preferentially Used • 0.7 Soil Reduction Factor Used Wi0 Point Bearing w/Point Bearing +52.4 , - 0 „... „,.. ...„. „.. _„.„,...,.,., „., '••• E •,,, D .,. ..„ I - „.... e --......, 4.22.4 30 --. e --....,. P • ----„ . h (Ft) + 12.4 , , r .... 40 (Ft) +2.4 , ' , 50 • -7.6 • , , 60 -17.6 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) \ _ NAGEOTECIAProgram FileskiNincorelWincoteL92125326192125326.Wall-F.CLG 598 SOL STRENGTH ANALYSIS WinCore County Brazoria Hole B-29 District Houston ,'Brsion 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control 0912-31-196 Station ' 201+61.40 Gmd.Elev. 54.63 ft Offset 08.67'R GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (1/F) 1 54.6 52.6 0.00 0 0.0 0.00 0.00 2 52.6 45.6 0.08 0 0.0 0.08 0.57 3 45.6 40.6 0.09 598 0.0 0.10 1.09 4 40.6 35.6 0.13 0 0.0 0.13 1.75 5 35.6 30.6 0.55 0 0.0 0.55 4.49 6 30.6 25.6 0.15 0 0.0 0.15 5.25 7 25.6 18.6 0.22 893 0.0 0.16 6.42 • N:\GEOTECH\Program Fles1Wincore\Wincore192125326192125326.Wall-F.CLG 599 SKIN FRICTION DESIGN WinCore County Brazoria . Hole B-29 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control 0912-31-196 Station 201+61.40 Grnd.Elev. 54.63 ft Offset 08.67 R GW Eiev. N/A Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +54.6 . 0 +44.6 10 + 34.6 20 E D +24.6 30 • e V t II • + 14.6 40 (Ft) (R) • +4.6 50 • -5.4 r 60 -15.470 0 5 10 15 20 25 30 Accumulative Friction(T!F) NAGEOTECH1Program FilestWincoreMincorel92125326192125326.Wall-F.CLG 600 FOUNDATION CAPACITY WinCore County Brazoria Hole B-29 District Houston ersion 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control 0912-31-196 Station 201+61.40 Grnd.Elev. 54.63 ft Offset 08.67'R GW Elev. N/A 30 inch Drilled Shaft +54.63 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.63 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing wl Point Bearing 0 +54.6 \\--\\ „ ___ , +44.6 } 10 +34.6 r -� -* . 20 D e +24.6 30 e -%, P t • h +14.6 ... r � 40 (Ft) (Ft) +4.6 50 -5.4 r ,---- 60 • -15.4 70 0 10 20 30 40 50 60 Foundation Capacity(Tons) • N:IGEOTECHPfogram FilesMiinoxe\Winmre192125326192125326.Wali-F.CLG 601 4f- FOUNDATION CAPACITY WinCore County Brazoria Hole B-29 District Houston Version 3.1 Highway County Road 403 Structure Sound Wail F Date 11-2-2012 Control 0912-31-196 Station 201+61.40 Grnd.Elev. 54.63 ft Offset 08.67 R GW Elev. N/A 36 inch Drilled Shaft +54.63 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.63 Disregard Elevation Pb: 2 Diameters Below Tip Checked Load exceeds hole capacity TAT Values Preferentially Used 0.7 Soil Reduction Factor Used w/o Point Bearing w/Point Bearing +54.6 • 0 ,---% \ +44.6 \.... , r , , r 10 \ \ \ \ . • •,........ +34.6 . ,- ...... , , , 20 ---................. -.N. E \ D \ , 4-24.6 ' , r , 30 e \ P , V . h (Ft) +14.6 . .- e_____ r 40 (Ft) +4.6 . r r r r 50 r r . 60 -15.4 70 0 20 40 60 80 100 120 Foundation Capacity(Tons) NAGEOTECHIProgram FilesliNincorelWincore192125326192125326.Wal1-F.CLG 602 • SOIL STRENGTH ANALYSIS WinCore County Brazoria Hole B-30 District Houston -V;rsion 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control 0912-31-196 Station 205+36.69 Grnd.Elev. 54.39 ft Offset 33.41'R GW Elev. N/A TAT Values Preferentially Used Soil reduction factor of 0.7 applied Strata Elev. TCP Unit TAT TAT Phi TAT Unit Accumulative No. (Feet) Friction Cohesion Degrees Friction Friction From To (PSF) (TSF) (T!F) 1 54.4 45.4 0.11 0 0.0 0.11 1.01 2 45.4 40.4 0.12 0 0.0 0.12 1.59 3 40.4 30.4 0.29 0 0.0 0.29 4.48 4 30.4 22.4 0.88 0 0.0 0.88 11.52 5 . 22.4 18.4 0.41 0 0.0 0.41 13.35 N:\GEOTECH1Program F IesiMncore'Wincore192125326192125326.Wa16ECLG 603 SKIN FRICTION DESIGN an.ank•.=, WlnCore County Brazoria Hole B-30 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control 0912-31-196 Station 205+36.69 Gmd.Elev. 54.39 ft Offset 33.41'R GW Elev. NIA Drilled Shaft Design: Soil Reduction Factor= 0.7 TAT Friction Values Used Unit Frictional Resistance(T/SF) 0 1 2 3 4 +54.4 • 0 N +44.4 10 • +34.4 - \ � . 20 E \ D e 1 +24.4 - r 30 e -- P v i t h (Ft) +14.4 40 (Ft) • +4.4 50 -5.6 - -,60 -15.6 70 0 5 10 15 20 25 30 Accumulative Friction(TIF) N:%GEOTECH1Program FliessWincore1Wincore192125326192125326.Wall-F.CLG 604 . -- FOUNDATION CAPACITY' ,a� d tee. WinCore County Brazoria Hole B-30 District Houston —Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control 0912-31-196 Station 205+36.69 Grnd.Elev. 54.39 ft Offset 33.41'R GW Elev. N/A 36 inch Drilled Shaft +54.39 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.39 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+23.89 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wlo Point Bearing wl Point Bearing +54.4 0 ...\\‘ ', ¢44.4 , 10 , +34.4 r 20 , , , ¢24.4 • , • i.- , 30 e ep , vt h (Ft) +14.4 - 40 (Ft) +4.4 - r r 50 -5.6 , 60 -15.6 70 0 40 80 120 160 200 240 Foundation Capacity(Tons) N[1GEOTECHVProgram F11es1WincoreVWincore192125326192125326.Wall-F.CLG 606 FOUNDATION CAPACirf WinCore County Brazoria Hole B-30 District Houston Version 3.1 Highway County Road 403 Structure Sound Wall F Date 11-2-2012 Control .0912-31-196 Station 205+36.69 Grnd.Elev. 54.39 ft Offset 33.41 R GW Elev. NM 30 inch Drilled Shaft +54.39 Top Hole Elevation Disregard above hard strata disabled 100 ton Design Load +49.39 Disregard Elevation Pb: 2 Diameters Below Tip Checked Tip Elevation=+20.39 TAT Values Preferentially Used 0.7 Soil Reduction Factor Used wto Point Bearing -• w/Point Bearing +54.4 0 • \ +44.4 '-,, -1/4 r r 10 \ \ • .,... ...., ......„,\ • +34.4 „-= .„ , , r . , 20 ---___. -----___ E ------ D Ie +24.4r 30._- , e „,,.... t v •„.. h +14.4 , 40 , , e (Ft) (Ft) • +4A , , 50 • , -5.6 r 60 -15.670 - 0 20 40 60 80 100 120 1 1 ‘,__.... Foundation Capacity(Tons) NAGEOTECI-11Program HIeslWincorelWincare192125326192125326.Wait-F.CLG . —-- 605 APPEN D L®FELE PARAMETERS 607 C.R. 403 Sound Walls is Pearland, Texas 1Prr-cca n December 21, 2012 ©Terracon Project No. 92125326 CSJ#0912-31-196 • Pole Pararraeters ffor Boring B 1 t Lateral 7 y ' Sutigrade x 3 v y Depth Below► Effe ffective` - Modulus i Undrained Angle of r Existing n f Unit Strain Shear Internal' t Grade '' f Wei ht Cyclic Static Strength Friction 1(ft) . . �2. ,_. (p i ._ ' , (pci) (pc!) .. j (►fin) t ..` (psf): (degrees) . 0—5 125 Disregard Capacity 5—13 125 185 520 0.007 1,100 - 13—20 63 155 420 0.008 900 - 20—30 63 235 620 0.006 1,600 - 30—35 63 340 860 0.005 2,800 - 11"*` t r {,. & ki c . .,k,.„ �. Je t„-a-. - L PileParameters#.or Boring B-2:. rr i _t'y-- si.y %£x 5 .._x' ,r r.ra w T. T ico i _- y s yy trjvt f}gim-.1 vm k a z,. -7^ 'p . 't s s ,4 r �- Lateral `" 4 �1 r r c,4 r f� p9 + ,"r .' ifl '�µt..`r -�� ! �i� `u{�r t-.�Jk�i_4 , yp i-�' r�*. gf itZi-Y 'L t ,,,ry�T -* ry,�,l-Y J ��'S.Y' iti13 A iSubgrade Y , ^�VF�? �{ P-.38-�/t" i �"- A T F�, ' `DepthBelow{ .-,-Effectivef _'r =Modulus8 F Undrained Angle of 121 ` -Existing i t Unit * r t SStrain Shear k 5 Interna l ,, Y � An : Cyclitatic FY, rg } wGrade t 1feigh# 4 , rrF - $6e 4Strengthi Friction _ e } . r `�ft)v v,�ain¢'- .(pci) (pci) ,*42,1 :(pct - " T (infin) - r (psiftt.�t , (degrees), 0—5 130Disregard Capacity 5—10 130 225 600 Q.006 1,500 - 10—15 68 50 100 0.015 500 - 15—30 68 195 540 0.007 1,200 - 30—35 68 315 780 0.005 2,400 - • 608 C.R. 403 Sound Walls a Pearland, Texas December 21, 2012 Terra con Project No. 9212 • 5326 t �on CSJ#0912-31-196 I ` L Pi a Paranneters for Boring B 3 Lateral F r p � t Subgrade r Depth Bel• ow Effective Modulus r Undrained Angle,of Existing Unit` Strain Shear Internal 3Grade Weo hty Cyclic Static � .._ 9. _. ..._..:� . Eso� _ �treng$h` Friction (ft) (pcfl (pci) (pci) (iron) (psf)`r . (degrees) 0—5 130 Disregard Capacity 5—15 58 20 20 - - 29 15—25 58 60 60 - - 32 25—35 68 325 800 0.005 2,500 - r L Pile Parameters for Boring B-4f {7 =t r a f s '� ? -x,a:- Lateral 3' y- .. ,, t} - Sx 14 :w. .T: 4 i � i-a't 7§5t h t 1 r fY€A'S f ' .. ,e ,x ,f ..,Y r`ta_ a ,, ,g. -- , � ''Subgrade= ° f �} t'0:::;4.A..1$4'.:4.4;4-c: 3 t A l- --k?.. 4 E.. .; Mit !3 F.,o-.R. 4'' {F1. r. Depth Below ,> Effective Mod i. Uft?ndrained] Angrl�e o u us g f l Existing ;,E Unit �f . Strain . Shear internal S weigh, Cyclic rStatic , r� Grade .. : '. 9 _ , - ._,-Y -:•••-_-.:-.,,,,,,,_ . . Eso^. Strengthl,e, '• Friction "fi: '(,)�., :j •-,-„,-----(p�fl'_t (? � .. _ (phi). .qk..(in/in) (psfl ..., (degrees) 0—5 130 Disregard Capacity 5—7 130 • 135 340 0.009 800 - 7— 10 58 20 20 - - 28 10— 15 58 60 60 - - 30 15—25 58 60 60 - - 33 25—35 68 265 680 0.006 1,900 - - 609 C.R. 403 Sound Walls o Pearland,Texas December 21, 2012 v Terracon Project No. 92125326 t :II CSJ#0912-31-196 r ILPUe Parameters•for Borii�g'B 5 :. ` s F Lateral :,.., 1,.--,:',..!.,-,:-,-:-;i { Subgrade ' ..Depth Below`'� Effective ,_ Modulus Undrained f Angf.,,,.•?-4-R-,,e ,:, Existingi. Unit ` Strain r Shear Internal :-- Grade ., Weight;`, Cyclic Static ''.1:'-'''5i''''''':. --'. o: .. g _. . . _ :.:1 - 01;,..?-p;,,".6... 14. sStren th; Friction a (ft) (pct) � (pct) (pPci).... „,,;;;t-..„,_„.:,:::,.,,,e(mhn) �_(psf) r (degrees,- . ..c r.'.�--.. .. ,._'.. ..........r�...E.. ..:.. te w ,, 0—5 130 Disregard Capacity 5—7 130 255 660 0.006 1,800 - 7—15 58 20 20 - - 28 15—20 58 60 60 - - 30 20—30 58 60 60 - - 32 30—35 68 245 640 0.006 1,700 - p -,x ,t,.. a ty 5 ....-c,� e- r - - s.. F'U 1 t � , ,- .. r , ,; L.P.ile-Parametersffor Boring 6 64�1 ,`, `r F 2 Laterals ' f , 'sAr .'.” ` Subgrade f a, t, s Depth Below Effective Modulus U med Angle''of' Undrained , ' Existing r t ` ,. Unit, , ` 5j Strain rShear r ,Internal i Cyclic, Static '� �Graile F Weight ,r .,. <f. . - .f..... Esa l.£ Strengtzh_:, ..Friction (ft) 4 ct) (pci) �,, (pc!), . (inrn)` s.... ,. (psfl a(degrees) 0—5 125 Disregard Capacity 5—10 130 285 720 0.006 2,100 - 10—15 68 135 • 340 0.009 800 - 15—25 58 20 20 - - 28 25—30 58 60 60 - - 32 30—35 63 275 700 0.006 2,000 - 610 lr C.R. 403 Sound Walls o Pearland, Texas December 21, 2012 0 Terracon Project No. 92125326 enact.n CSJ*0912-31-196 L Pile Parameters for,Bor¢ng L3..! ; Lateral _ :Subgraae Depth Below Effective a Modulus Untlramed Angle of Existing Unit Strain - Shear 'Internal Grade ,k,Weight Cyclic ,St▪atic Esn Strength Friction (ft).,...,.. : (pcf), .(per) . --.-• - .:.`. . Un/in) ▪ (pstj (degrees) 0—5 130 Disregard Capacity 5—10 130 155 420 0.008 900 - 10-15 68 155 420 0.008 900 - 15—35 58 60 60 - - 30 es } : �q i'4 l` aF e73t kt,..; 3 ` ,L Pile ParametersQfor Boring B 8 b { s :_i ..._.._. . <•_.i. aj -;: t.d ,.14:,-i �..:f. --5-g e.;.K' ..�..._c...,"3 .._.. y, w . ,. ..-- .. '.y ...::,:il,14 �a r4 - F+ .1 R! i 'k tr c.. �. r /i 9 't� i is t i F • '' Lateral °r `i t tra �+ - "r5.. �,,� #� t .0 tri t° S } � is n �'.. r lyry} 1p ,_f✓ y s '^ i r tht E r(x SUbgrade�+ ‘,..,, ,:,,,,,,,,,,44, -,,,i,, i r i 5�� ,`'14 { a 7W ..'�2:,E, r'}'1 r 1 �" `( S' 2tt' �'Y' � - s. D ti: `a - t� y �' 5 '7 5-w•...YC' r,.DepthsBelow 4 EffecWew r�▪ ,Modulus :-.;:5,;,,:,,,,/,;,-.:Q.57,..:;1-,,,,,:$2,° Undrained Intern oft r Existing) �{ Unit4q; t y . Strain S▪ hear Internal Grade ;:li Weight 5++ Cyclic }'Static, ice.c c4 Strength : ° E„ ti r. mo` t �...,*r..--r_,-i.,. ...: cn - 4 - 5U�k`} - .-9- _ vrif- -� g _ (ft) ,- c 1 ; (pci)L `:(Pc!▪ ).. '''.:'''''':'-'411''''''''?in/in) ` K(psf) (degr es).,.i 0—5 130 Disregard Capacity 5—7 130 195 540 I 0.007 1,200 - 7—10 125 50 100 0.015 500 - 10-15 58 20 20 - - 29 31 15—30 58 60 60 - - 30—35 73 450 1,100 0.005 4,000 - 611 C.R. 403 Sound Walls El Pearland, TexastNo. December 21,2012®Terracon Projeclrerrael'In CSJ#0912-31-196 92125326 LPole Parameters'for Boring l3 9 r. Lateral f 4 -f-,,!.:;,,,-.,'?5:',.'!,7,-,?,:: F r. i r Subgrade ; > „Depth Below Effective Modulus Undrained ; Angle of� Existing Unit _ Strain rShear Internal Cyclic Static s 3 Stren th f ction --- r.4-.;;.:;:,:,1-,5,--,----------:::':-.1'.::Grade ':` UVeight 4 sso U, ...9. - - �---rt _ s. ( ) r -,(p f)" ,` CP )' �P ) �i (P �) 9 ) . ftc ci ci Win) s de rees 0—5 125 Disregard Capacity 5—9 125 225 600 0.006 1,500 - 9—15 63 135 340 0.009 800 - 15—20 58 60 60 - - 31 20—30 58 60 60 - - 33 30—35 68 400 1,000 0.005 3,500 - _ s- °- 4x" ues forr oring`B-10 s , „� :S tw ,, i 5f . L-Pile Paame �rr attij� k -, q„ t { k, or f - r } a La4Fw tG eo43 - ” rSugae , r UnaineoAnga £ ,- r „ Modulus F Shear` IntenAmr ` Effecie 3 Stan } Fnctior�DepthBeowvUnt n Static '}s" Strength Exrainag r 4 1tCycic e ) egee )Y � nWegn/in) . (ps( ` pp�� . i! ,.(P ) P� ,. <..( Tr eft) - • 130 pa2c000—5 275 700 - 130 Disregard Ca 0.015 5005—10 10050 3068 -10—12 60 -60 32-5812—20 60 -60 -58 1,500 —30 600 0.0062257330—35 612 C.R. 403 Sound Walls o Pearland, Texas December 21, 2012 o Terracon Project No. 92125326 Fr ac CSJ#0912-31-196 !• _-Pie Parametert:for fob i▪ng B 7'I w Lateral Subgr`ade Depth Below r Effective YModulus Undrained Angle of Existing Unit$ . ' �' Stram Shear Internal 3 Cyclic R Static _ ' .(pst){ (degrees) 0—5 125 Disregard Capacity 5—17 125 225 600 0.006 1,500 - 17—27 130 325 800 0.005 2,500 - 27—35 130 350 900 0.005 3,000 - • �+ • LPileParam eters for Boring B 12 f 4 {* r �A '� '+,r x l -fir t , t m...: zc:5 .y-c; -+-, F- t a -4 as • v7� rt•.. v .3}f -r- .a .r '�£ia ... t.. 4 � Lateral �� r E � .u t i t 4 Depth`Below AEffective 1 ▪loduus r' ▪ sfF UndrainedY Angle,of s F, Existing Unit. ` W�(�� £ �( r Strain Shear fas Internal= � kr Il Jclic Static _ii ratle ,gigt . Weights� ..tA'.� .r iti . �', Fs5o 3Strength Friction n S s s r5 t '1 (I?c▪i). ' J{Pci) r {in n)i - . 0—5 125 Disregard Capacity 5—10 120 185 520 0.007 1,100 - 10—25 68 235 620 0.006 1,600 - 25—35 63 265 680 0.006 1,900 • - • • • 613 C.R. 403 Sound Walls o Pearland, Texas o. 92125326 December 21, 2012 o Terracon Project islrerracwn CSJ#0912-31-196 __ L Pile Parameters ffor 13orang LLB i 3 - Lateral _ Subgrade ;:Depth Below E Effecteve Modulus' '` Undrained: Angle of Existing Unit ; T Straan Shear Internal • Grade . WeightCyclic ,Statac sso Strength' Friction (ft? . ':.At.-',''.'-'-,-(pc . . __ ? � (phi) „(m/m) (pst),;.., _I (degre▪es)..., 0—5 120 Disregard Capacity 5—10 125 185 520 0.007 1,100 - 10—14 63 275 700 0.006 2,000 � - 14-21 58 60 60 - - 30 21 —35 63 205 560 0.006 1,300 - x L Pile Parameterskfor Borrng',B 14 �� • Eh, y 3 ; d 4 f._. .`.,__.'�s t Z r �,.[_ : � _r �r_� ri-}• .711 t.:` _.. -_. _._ . _._._i:5,i {. �v..F3i : 4, Lateral , ; ,;. E • x h Subgrade { =a q' Depth Below �EfFective•` Modulus Undrained Angle of Existing ' Unit Strain Shear, ;,#`�,nternal.`, r : C clic Statoc f rade Weight C y ,_ nti Strength Fraction .. ..��tx,''''''"--- ,,.--,,,,:,,,,-,.8,,,,..-.. ..a <.� e...;.. .. ...t.:.r..... . .v:.. 412'''''''''''';;;)- ......a ... ,. .. x.�J' (ft) (pct) (pci) (pci) (in/in) (psi (degrees) 0—5 125 Disregard Capacity 5—10 120 195 540 0.007 1,200 - 10-14 68 225 600 0.006 1,500 - 14—18 58 60 60 - - 31 18—35 63 345 880 0.005 2,900 - 614 lrerracon C.R. 403 Sound Walls o Pearland, Texas December 21, 2012 o Terracon Project CSJ#0912-31-196 fro. 92125326 . L Pfile Parameters for Borang Lateral { ' Subgrade,4 D epth Below Effective Modulusi, Undrained Angletof -; Existing r ' Unit Stram ; Shear Internal Cyclic Static ; Gratle' .. _ ,Weight " sso ,, Strength Fnct�on > ' (ft) :, ° .._(p E,... _ (poi). - (pc .... (in n). (Psfl' (degrees) Disregard Capacity 0—5 130 5—9 130 275 700 0.006 2,000 - 9—12 63 35 70 0.015 400 - 12—20 58 60 60 - - 30 20—25 58 60 60 - - 34 63 215 580 0.006 25—35 1,400 - "s`xrM1 r•,ttia L`a ty ,+x n .;:'..y, } { -r# X16-' r ,. 'fi su ,,F " + ulPr etrsforBoring B, az ? . n s.ih miAPw47:; LPie:: a1r1m1 . r4N4 a M1 ,,. a._ n- ._.a 4E.,,,,,,„:„.,,,,,,..7,,,,410,L,..5,,,,,,, „:„. ? r.rkx ,,,,-0-.... ..-_-.- __ a . e "7 r ,o,„,,,:,.:,,,,,,,, Y r 6 - Ts:.„�r_ � . ss x } tLateralh '� ,p 'd ,.itt t t t t 'A � n - `” 3,t3 a kG L < f . Y s.. ,L, tAau-; vx , -< • x-.r IVEg7 r Subgrde r ,. Y , ' Undrained ; AngeofF, f 7 lSl �j ffteModuLr _ intrnathBlow • Eeci ' Strain hear ,, erUni7 ; Sttc oStregtfi �_Frictton} Existing # Cyclic , aiF � � _.IrlaGd � F '�,Weighte r � . 3.1,-'....:',v. Z , ` iht'` `' (degrees)' r ? j (nn)F (ps)▪ (ft7 (ptiictt (pc) ,(pc) 0—5 125 - 5—7 135 325 800 0.005Disregard Capa2y00 - 7507—12 130 125 300 0.01 750 - 12—14 68 125 300 0.01 - 3114—20 58 60 60 - 20—30 58 60 60 - - 33 30—35 63 345 880 0.005 2,900 - 615 C.R. 403 Sound Walls o Pearland, Texas rp December 21, 2012 ®Terracon Project No. 92125326 �� . CSJ#0912-31-196 L Pile Parameters for Boring B`17 i Lateral 3 Subgrade " Depth Below . EfFectroe Modulus Undrained Angle of Existing Unit k Strain Shear` Internals Grade Weighty Cyclic Static s� Strength= Friction 0-5 130 Disregard Capacity 5-10 130 275 700 0.006 2,000 - 10-20 58 20 20 - - 29 20-30 58 60 60 - - 30 30-35 73 305 760 0.005 2,300 - > I t UPI lePa tatii etefslbri Boring'B Vis,.�c...r._i .;,• r.-�,.:.:... ..x ._.__._ '-}.9L �...ra_ ..r_1 .�...4: '."• .. tv'_ .i......f,. i:sn ii._..?i..-. _. _,. e_. �. _ g fViNF 1 Lateral L # Depth Below Effective a Modulus Undrained Angle,"of Existing Unit l = StrainGShear Internal rade Wei fii Cyclic Static li .• s Stren th Friction (degrees) s 0-5 125 Disregard Capacity 5-10 125 295 740 0.006 2,200 - 10-20 58 60 60 - - 30 20-30 58 60 60 - - 34 30-35 73 325 800 0.005 2,500 - • 616 C.R. 403 Sound Walls o Pearland, Texas December21, 2012 0 Terracon Project No.92125326 1 erla cen CSJ#0912-31-196 Pale Parameters for Boring B-4 93 t o r Lateral h bgrad Sue Depth Belowi Effective ' Modulus Undrained Angle of n f Expstm ' Uinit ._ Strain ; _ g s Shear internal, 1 Cyclic Static Grade Weight,4 E Strength . Friction (ft) (pcfl,..: , (pci) (phi)' (m/in) . ..:.Y (psi)'r (degrees) 0—5 130 Disregard Capacity 5—10 125 175 500 0.007 1,000 - 10—20 58 20 20 - - 29 20—35 58 60 60 - - 32 Y ' ' LPile-Parameters fzor Boring B 20 ;£ --` 4 r' 1 tn, r., '' ... ,` ,:. . ri ,_.,t J. ..r.._. . tet?' ,;u • ° .. ..—. . ,_: tt itw k �, .� 3 ,;Lateralf '1 { ,-rz; ' Y .k i1 w ti t r t � 1J . �' 4ris. r .�rif'�t`27 r r kt �, ` ; ii 1s. ,C.a 4.Subgrade�,��-} Fx cf 5 Y , i ,y -, �,rir�r c �.� ,t z'. 1� , r is r �� Depth Below '' t Effective,; Modulus r i Undrained" Angle of .-:} Existing, 1'" Unit` . C .. 1 Static ' Str"ain Shear x. Internal= ellr G}rade" : x ._Weights .._k ty�, "K Jt�.,}z; _y _oi-_ `Strength.`_ Friction:li (f)` `u (pct)'k , (pci) '(p'ci). (miln) ▪ (psi)V (degrees) z 0—5 120 Disregard Capacity 5—10 125 265 680 0.006 1,900 - 10— 15 63 125 300 0.01 750 - 15—25 58 60 60 - • - 30 25—35 58 125 125 - - 36 617 lr C.R. 403 Sound Walls El Pearland,Texas December 21, 2012 o Terracon Project No. 92125326rac on CSJ#0912-31-196 L Pole Parameters for B.orrro j 21 ,` .Lateral, Subgrade ' Depth Below Effective Modulus Undrained Angle of Existing Unit Strain Shear Internal ' Grade Wee ht` Cydllc Static E� s g ,Y 5o Strength Friction (ftYFcPart —(0i) " ,R91!A ' 0etiY6 (P)A- .; tdg?iie6),,:2.zM-:R.-t 0—5 125 Disregard Capacity 5—10 120 175 500 0.007 1,000 - 10—17 58 20 20 - - 29 17—28 58 60 60 - - 34 275 700 0.006 2,000 - 28—35 63 L PtIe Parameters for Boring 5B 22 ; '� r to s Laterals rF r :7-04;1;;;434-:* "� > S t v� y _. rs i - , _ 4 L L 1 r",1 al tr la Subgrade°` f. X )3 J F!.}Y r r _ Depth Below Effective _Modulus`' , : * ` Undrained Angle of- z Existing... 3 Unit C Strati t4:41 -,-. • Internal Cyclic Statics a . . Grade ...... . .Weight __- >r.�. ;�.... ,_... . . ..Eso_._ Strength:. .. Friction,. (ftY -.'-;- .3;-,-:-'::-,;1-,M,,,,,,,c) . ... (P �) (p��) (in/m) .. (Psfl. . (degrees) 0—5 125 Disregard Capacity 5—10 130 295 740 0.006 2,200 - • 10—18 58 60 60 - - 30 18—30 58 60 60 - - 33 30—35 73 255 660 0.006 1,800 - 61 8 lrOrraclrn C.R. 403 Sound Walls n Pearland, Texas December 21, 2012 o Terracon Project No. 92125326 CSJ#0912-31-196 L:Pile LParameters for Boricag B i4. Lateral rl Subgrade , , Deptn Below Effective Iillodulus{ Undrained Angle of Existing Units : ` Strain ' Shear Internal Cyclic} Static .7 Gratle h ._1Merght_ t „k. Strength Fraction _ "(f) ` (pcfl . (pci) `(Pci), (min) (psfl (degrees):. 0—5 135 Disregard Capacity 5—8 125 175 500 0.007 1,000 - 8—15 63 175 500 0.007 1,000 - 15—20 58 60 60 - - 31 20—30 58 60 60 - - 33 30—35 68 225 600 0.006 1,500 - y t} ''ry _.'S eel 'r ''`Ia, :f= '£cT �iF " ,,i ,} .a' cubs '7- 2 4 A-02 ,",t `, L Pile Parameters for Boring B-24 r� t , - 'b s a s z ✓. ifY .: r k e s '� --,..t i. a a ,, G 1� _ 3.rvt.._'+.a."'-, .... .C.F 0.-.i.i.r..�.r.v �4 .+.„...]�;` t\ t.cn{a i i .... .�� r,r < 4nc s 'n +..,- -i � ^i,-" .��, 3 1 z,,.a r .z %zr 3� a�v � r r .:3� i i�.3�s 4 v, ,tl ...✓ �a - Late I" o . : 8 -tr v� .ice_3 Y Z' -F'Std7"'i' �" �. -t s:z ,'W4 � v- -i 1y� S�' tg yi jaWZ Y, Y'�-5 1 t {� 'r IA �' - yeve }+�,.t-,I: - r Siibgrade.4 r ',.�L 3' 4 -L c' ,�-3a s } T- µ ,.a.YS '-� L&. r 5"x G 4 • 4,4 '1 C,c Ck ; -�t( ,�f Y, '``ei fi i s r �.: DepthrBelow y Effective &li 'Modulus-1 3, j , .,...9,-,171.,...;,-...y .dined' t Angle'of _ bA r°" x€ ta. f ,1Le1. g 'C K ,. r ; "s't a + 81rr h } Existing�4= Urmt , .. ; Strain Sheaf ° Intemal T G cl e.c a Static ,� Grade '� Weight 5,27 �r ,.-,6Vg-; 3v x Ro f Strength :- Friction z n p tirade {v + * /"19111 '-'tits t 5,.'. r, -t:>r yAII t rxmig s r . .. ..>�,-.,. iiti i,��',.,i` ,-i '. (pcf) ,4(pci) ' ''.(pct)y,. rr(in/in) 4��ib.T:..N5-z-,--y..•44,,,,,...,,,,,,,,,,,,,, 0—5 130 Disregard Capacity 5—15 58 60 60 - - 30 15—30 58 60 60 - - 34 30—35 68 I 205 560 0.006 1,300 - 619 C.R. 403 Sound Walls r3 Pearland, Texas December 21, 2012 ®Terracon Project No. 92125326 lrerrac*n CSJ#0912-31-196 L Pile Parameters for Boring f3 25 - • Lateral n,J Subgrade Depth BelowEffective,7 Modulus` r. Undrained Angle of° Existing Unit r = Strain Shear Internal Cyclic Static Grade Weight Edo_ StrengthT friction - (degrees) 0-5 125 Disregard Capacity 5—25 58 20 20 - - 29 25—35 68 325 800 0.005 2,500 - �� 1. Pile Parameters for Boring-B 26 x Lateral d l� 1F 4 le r Cr 4. yl'J r 8utigrade y, r l 1 .rr ( d{L ih..'. Depth Below Effective i • Modulus Undrained Angle of E Existingx Unit's f Strains Shearr Internal :; t C CIIC S tiC 4 � .Grade i ' Weight, � Y - , , � _ s5oµ ., Strengths ,,.Friction 0-5 130 Disregard Capacity 5—7 130 125 300 0.01 750 - 7—24 58 60 60 - - 30 24-29 73 410 1,020 0.005 3,600 - 29—35 58 60 60 - - 33 620 ii: - -- C.R. 403 Sound Walls£ Pearland, Texasrerracon DecemberJ0 2_1,12_10912 91236 0 Terracon Project Ido. 92125326 CS # L P!a Parameteps for'Borasag B 27 Lateral Subgracle `;Depth Below Effective, Moduluses Undrained Angle of `Existing r (Unit s Strain " ShVear internal Y Cyclic tat,c Grade Weigh 'F. aso Strength Friction .1. . � . f' .SIJ..: • (ft) . . `.(Pcfl (P�i) (Pci) ; (1r1 )4 (Pst) y (degrees) 0—5 125 Disregard Capacity 5—9 135 225 600 0.006 1,500 - 9—15 58 60 60 - - 30 1.5—29 58 60 60 - - 33 29—35 73 275 700 0.006 2,000 - 77,7 -.- r _.�xfrBoig B28 j :_l4 .ti>_,,,c, Piie Parametersoruz:. . ZigaRa - L � . _. rs ...tst7xra s r r ti s _.,, a.._ -_ , aerak : r ; ,s?� i _ r :s7. ,,Lag bt .0 ,a . ned. Angleo }is gf �Subgrade UndraiYl r sa Sf � - nterna,1 1 f * - r i Modulustz , Shear Internal Strain „U iFnctione >thBelow Ee " e1r Strength.? .i,_ { �..Dept Unit . yGrebStatc, 35 � .. sessinga y � 3 , :. ...t# < Isfl x (dege , .,. i' Ex . ' Weighty . .: w : 31 �m�n)L _cw (P_ 2.e_ ak `Gratey ,' _ . a r i) hf _ H. _ _4.3 •. 1- .� } j (pc0,'-.:,1'..-!4,4-' Capacity fPcfl/ .:i.v_g t (ft) _t '''' ''g'-'4--"'''''-. +c- - Rr= CSv 1300—5 100 29-1255—9 20 20 Dis0re.0g-1a5rd Ca 2,600 -• 58 0.005 —25 8203307325—35 621 C.R. 403 Sound Walls i Pearland, Texas December 21, 2012 Q Terracon Project No. 92125326 117:Tracon CSJ#0912-31-196 L Piie Pararneters for Boring'13 29 Lateral Subgrade' z t Depth Below Effective' Modulus Undrained Anglefof Existingi9VOilleZe Internal Cyclic Static . Grade W Weight a5of' Strength Fncti®n • " (p !) (pci) Ain/104a 0—5 130 Disregard Capacity • 5—10 135 255 660 0.006 1,800 - 10—14 63 50 100 0.015 500 - 14—19 58 60 60 - - 32 19—30 68 205 560 0.006 1,300 - 30—35 68 155 420 0.008 900 - l Pile Parameters for Boring 113;40-[0, Lateral s � Subgrad•sze -: Y, c- r Y" � , 3 d 4 t �a � Depth Below F EffectiveS Modulus } Undrained Angle of>~ Existing Unit .Strain ,.i Shear ; Infernal, , rch ehlic Statim r } , r t x Grade i Wei ht s Stren th Friction' °' (degrees)x 0—5 125 Disregard Capacity 5—10 125 225 600 0.006 1,500 - 10—14 63 50 100 0.015 500 - 14—24 58 60 60 - - 31 24—35 68 390 980 0.005 3,400 - 622 „4----„,,,,,pJJJDEPARTMENT OF THE ARil�l' GALVESTON DISTRICT,CORPS OF ENGINEERS gq —_y ��1 ..4 „ P.O.BOX 1229 ti. E9a1',:- y�1 GALVESTON,TEXAS 775634229 °s -.S � March 28, 2018 REPLY TO ATTENTION OF: Evaluation Branch • SUBJECT: Permit No. SWG-2018-00053; Nationwide Permit Verification Mr. Skipper Jones City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Dear Mr. Jones: This is in reference to your request, dated January 22, 2018, submitted on your behalf by Jeremiah Mathis of Berg-Oliver Associates, Inc., to fill 0.05 acre of wetlands and 0.013 acre of open water to widen the Hughes Branch Road. The project site is located near Clear Creek, along Hughes Branch Road between County Place Parkway • and Farm-to-Market 865, in Pearland, Montgomery County, Texas. • This request is verified by Nationwide Permit(NWP) 14 pursuant to Section 404 of . the Clean Water Act (CWA) and/or Section 10 of the Rivers and Harbors Act of 1899. This NWP verification is valid provided the activity is compliant with the enclosed plans, in 16 sheets: In addition, the activity must be in compliance with the NWP . General/Regional Conditions, Section 401 Water Quality Certification and/or the Coastal Management Program, which can be found at: http://www.swo.u sate.a rmy.mil/Business-With-Us/Renu latory/Permits/Natio nwide- General-Permits/. A hard copy can be provided to you upon request. Nationwide Permit 14. Linear Transportation Projects: Authorizes activities required for crossings of waters of the United States associated with the construction, expansion, modification, or improvement of linear transportation projects. This NWP verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2022. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. • 623 -2- The impacts to waters of the United States (U.S.) associated with this NWP verification are based on a Preliminary Jurisdictional Determination (PJD) for your subject site. If you wish, you may request an Approved Jurisdictional Determination (AJD) (which may be appealed), by submitting a written request to us within 30 days from the date of this letter. Please note that if you request an AJD and then decide to appeal it, the appeal will not be accepted if any work has started in waters of the U.S. or that would alter the hydrology of waters of the U.S. Corps determinations are conducted to identify the limits of the Corps CWA jurisdiction for particular sites. This determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985, as amended. If you or your tenant are U.S. Department of Agriculture (USDA) program participants, or anticipate• . participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service prior to starting work. If you have any questions regarding this verification, please contact Quentin Stubbs; PhD at the letterhead address or by telephone at 409-766-3936. Please notify the Chief of the Compliance Branch in the Galveston District Regulatory Division, in writing, at the letterhead address, upon completion of the authorized project. FOR THE DISTRICT COMMANDER: • Kristi N. McMillan Leader, Central Evaluation Unit Copies Furnished w/Encl: Mr. Jeremiah Mathis, Ecologist, Berg-Oliver Associates, Inc., 14701 St. Mary's Lane, Suite 400, Houston, Texas 77079 Eighth Coast Guard District, New Orleans, LA National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), Coast&Geodetic Survey, Silver Spring, MD Texas Commission on Environmental Quality Texas General Land Office • 624 PEn41.17ED PLANS • y t $ C-2018 00053 • r - G,r,viq{,e t 1 fhet,:,•a•.,yl. . I City of Pea.rland 3 • • S ` �". H4.41,:t.01r,>(cc, Li1•rati • Ir41,:t.01F • i : I 1 it urtir ,f ..} t i I rtlant /41. jf : tr:ar i ' VII.). t 1 1 i • 6uroR NhAl:•A • I ., • • oe '1 tls :.. "ijoit toil '1, Site Location >n 1 �,a r 1 . • 1 1• uN-aairy #31 win Plwe: i 'IP Pnaddnna /: 'lug d,vdl. 1Atit.crl ay ,- l . I.-, y7yelC1 AaeLteA r*mlSt33 - • :.;•' 9natA F,l.naia a i:,• • ;.1%*''.,;. 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J Nati .mm • . to FM 865.in 9raZ01ta County;Texas �/,'OUS70M,TEXAS T7079 At10NE(281)b89-0898 Mlp,Sw +vg0liver 625 ° A • • • PERMITTF,D PTANS • , . • • ......_— ...;.-1.., • • • ': '• :1 I SWG- . 2018-00053 • • • N ; ‘, • City of Pear1anI 1 _ , Page2 of 16 ,,:, .....„ . • .i't2..rt.,3 t•t•s,,,tf...vmq',V.A./.e••••••• .••• I - . •••,..,-*•-,'1,4,v,,ttli7,74,,/.1..V........ ,_ • ' .,,,..7.7.ifi::6:1,.:,:...,.,,,,,...,t,. M--..--,,,,,,...:NIA...04, ,t. ...;:g...;:.'. ,.:.,.,,,...........-=a.,r,....e.-.,l1. ,.... ..,.,..„..•;•,., 4• • .. . ?.. • • • 0 ' • . .. ; ,d. ,:,,.. .. ...:;......,...:. . .. • '. . ' •...... 1 . . i •.- . • • ; 1''"'' •' . • . • ... • . .. •::';• ' ....• • . .. . • , . •• • — '-' .i • • • • • • •. CU . MERSVOREMEtioREZEREEMItmgAst=uszmsm203 •• • • . i ' • .. . i.. .. , . . . • . . • • : 1. • • 1..,./..4,I t V it l•NI V I . • • b.t1.2t.t.t,.t.' • '. .2.. 2 . . . . , ' • . . t 1 • -- • • 0 2,000 4,000 8,000 • Feet -• ..., •. . LEGEND ACRES • • • .• • . _... _INE Project Boundary 28.77 _....._ ... ,. • I 1 Trsty Warn .51,6,5n j i - r -,...... i--.- Bos) i Mker I, tt...., pom , Tyler ....,,- '•1 I, Burtssan •),.. 2..Climes I ..-........... • .4.,.,4> 1 --- 1- . • • Harlin -•.-•-1 ‘ '• bmty .', ., ..•-• • \A...57 . - • •••• •„_/ \1. Hams ) i - Fayette ../%. Site Location .4— / -1, ...z ...•-'•. s? Jerrimor • • -i, 41,.5:;:s:i,•!.. cna'rleil ..'•:••••• .,.1..f0. .:•.',i.g.: • -'1/2A.:- ' , —.,, cctomdo / ) • , ,••••,:,,... 4,,,..n? ___. ,- !: Fort -•-_.‘,72i. :,: ••:•"*:-,:,•: Lavaca\ .,./ • ''-fBliild 4-- '‘ ••Airsg:.. ...-•.‘:•ir,;‘.5,1q14, • • Location Galveston County,Texas i / ''• • -"'....'-;g:;.V.`,:si;.U:.E.tr4 .. ., Projection:NAD 83,trINI Zone 15N /--c lAltalwl Galves •-tr,:,:1?-11:§g0:0,2?!/-:. ':...'; • GIS Contact jmathisgbergotiver.com ... . . ..-.- ,••••••,..,•kg.tivtizsi:..51 ..• .... .„.../ 1 itirlwa ••gr:;,4iit..rn-E!::::?Ats,:'2,-ii5. -. • ..... `••,, ‘ ,•-•-- • 'si •• , .kti.43.•loggeNligi*:-N:S Sources:Eel'',HERE,Dei.orrne,USGS.intennap,INCRINENTP NRCen, '• • -_.... 1, Jacktm -_,.r, . i..... •:ilf,4„tiMiligg,:gA,-VgY Esri Japan,MET!,Earl China(Hong Kong),Esd Korea,Esri(Thailand). . . Navarro I. , ...4%.7,1.-„• •••:":54.,gliMell'Al5W-,---Fig,35. VIC10/64, 1.,, • . , isset•••,;•,• •&*-ii,:sm?,,w1.5.,.,.., Maprnylndia,181GCC.©.OpenStreelMap Co and the GIS User if34q.:-.11;:•:•,44, 3.: Comrounliir 4' . . ,.. , SITE LOCATION MAP Project ii:1066.9.3-Wii Firvistoup BERG+OLIVER ASSOCIATES,INC. For: aloof Pearland 6 •US Location:2 miles of I-Tuahes Ranch Rdirom Country PI Pkwy — ENVIROWAPTAL=FACE1,4NO CONSULTANTS14Tel SI:MARMANA SUITE 400 to Fh4 885.Brazoria County,Te)(as HOUSTON,TEXAS 77070 PHONE(2898.99-0808 http:41wwwleigavancom '.--,!,Ilir' . toir). • 626 •• B` CM 'PETTED?LANS OD SWG-20118-OO053 • Ci,v of Pea l n - Page 3 ►£3E6 • N tr S f I a • SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 I lE1�T 1 SHEET 2 — ,,, nr 1 ..="1:"\ '-- 1 I( f . I • 1 i{4 1 ryes 1 r`x�1V ' 1 VJ LEGEND ACREAGE 1 ti ; I "Msa::, ADJACENT WETLANDS-FILLED(21 CV 1=11;-""' (JURISDICTIONAL) 0.03 WV,## ADJACENT WEIL4NDS•-EXCAVATED(218 CV 0.02 J� (JURISDICTIONAL) . • WATER$ OF THE US- FILLED(27 CY) 0.01 (JUR75DICTIONAL) ' (38.LF) PROPOSED HUGHES RANCH ROAD EXPANSION • OVE'RVIEW . `°". • 0 600 1200 2400 PROJECT ig: ,7osco -z RFNSfONS BER�r�ULIVE p� INCa 2J,n rbr Jae .t 1!'j jjGii �'.S'S,, 7Oi Tr ^`^ FOR CO 4A Pearlend ENYTRONMENTAL SCIENCE & SCALE (Feet). . LOCATION: JJughes Ranch Rd LAND USE CONSULTANTS Oratorio County. Terri 14701 S1:dMiRY'8 ZAMA BURL 400 HOUSE% TE 97079 �?PROW OBI)se8-09Ae LEea✓� ►8.rgSverom . } ,.•f., , ... .... „ � . . �_- ..._ . — . CO .4 • __._ ..•_ --_. ' PERMITTED PLANE CO SWG-2018-00053 - - City of Pearland :/ . Page 4of16 I r H 2 I. I 0_ - LCSI � I i z EXIST.ROW EXIST.HUGHES RANCH C3 ROAD TO BE EXANDED v . ---- . . ---- • ,------) . .• . -- _._ _.-- _:.: '=".=.ter -_ ---� • • I PROP.ROW 1 LEGEND ACREAGE • { "tt ` ADJACENT iYE7LANDS- RUED(21 0190.03 I '-4; - (JURISDICfcNAL) • I ► .i• `J ADJACENT WETLANDS-EXCAVATED(21.r-.Ci) "'p,02 ,Y 1 +4.+;4? .f OURlSD1Cn0NAt) i1 - WATERS OP NE US-MED(21 CY) 0.07) f / . (JURISDIC710NAL) (38 LP 1 PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 1 OF 11 p 50L----.41 �0 200 PROJECT 1056571-NW 90W� DFRG•��pp Assockinx (i. L . f gm 707/WM. BER VL 7•L3ni�ie r •''LZL FOR; Mir a�Pearlantt ENVJRD TAL SCJENCE dt SCALE (Feet) zoCATlax: , ,ea Fgaa�Rd LAND U5E CONSfJZTANTS .4„ )1. .r $raxorW CoaadY Texas 14701 Sl.mars ZAZ SUNS 4120 R011STON, 12 97070 ".-4-4,.._.L _�_, _...._. .__....... PRONE(z01)•589-0998 hUpi// w.ba gtdfi of awa =4ct.iT . N City of Pea land P. ;;e 5 of 16 EXIST.HUGHES RANCH _ ROAD TO BE EXANDED N • EXIST. ROW \•.._ . EXIST.ROW W. �" 1 r: 1111111111.1111.1P 41111111111111111 • ""~ r PROP.DET. lir. 11111.22-1111.1111.111.PROP.DET. 1 . PROP.DET. - _ • PROP.ROW • ADJACENT WETLANDS TO BE FILLED WITH EARTHEN MATERIAL AND CONCRETE (1,160 SOFT,0.03 AC,21 CY) LEGEND ACREAGE l• ramming, ADJACENT WETLANDS—FILLED(21 C?) 0.03 = (JURISOICT/ONAL) Y • ;41,_ ADJACENT WANDS—EXCAVATED (218 CY) 0.02 '' , *, (JURISD/C770NAL) u I WATERS OF 7NE US—FOI FD (21 CY) 0.01 . (JURISDIC710NAL) (38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION t _ SHEET 2 OF 11 , o 50 100 200 I PROJECT #: 10885N-NWP REMON.* POE; City of Pearlend ' SCALE (Feet) LOCA lou: 'MEOWS0 SE CO & Rana!td Bragoria Omni Pavia 14701 3Z MARY'S LINE,SUET 400 H0U5TDN, TX 77079 . ; PHONE(281)659.0898 htto://wwir.bargoliver.com_.._ . .r........ P//imRbar6cdlrtrtom =, LI.3,. e� • {' 0 ' D PTANS t9 SWG-2018-00053 City i f Pearknd P. •;.e 6 of 16 D • EX/ST.HUGHES RANCH ROAD TO BE EXANDED • t ; i ---•-• EXIST.ROW if— •-'111011111111111111111M01111011111111.11111111111.11 • • s • ` \ LEGEND ACREAGE l • 'ear ADJACENT WETLANDS-FILLED Z21 Cl) 0.03 i lima ' (JURISDICTIONAL) ' • �'♦ *'. ADJACENT WE71.AN RONAL) DS—EXCAVATED (218 C?) 0.02 ...014;64,4:14,.. • WATERS OF THE US— FILLED(21 CV 0.01 (JURISDICTIONAL) (38 LF) PROPOSED HUGHES RANCH ROADEXPANSION SHEET 3 OF 11 ' 0 50 100 200 ' PR° #: u' $$N—Rwa . , ...r.- - BERC �OL.W �1T� X POR: GYty of Fearlenld ENYIRO1VMEMIAI. SCIL`1VCE de SCALE (Feet) ' LOCATION: .6nehos Ranh Rd LAND U, CONSULTANTS ir-t1-1:). 4 14701 S4:14U1Y3 WJ SUITE 400 R T.51VJ TK 77079 ; °xo ° County, 2 PHONE (20t) 689-0888 kt ..._._._,,.,....._.....e ... __,. .-_ .,,._._._.. .. tp/jnmrL►rgaUv�sroom e __ . _. _.__..._..-_ _- °PERNN r n P-L•A . ","* M City of Pearl d. Page7ofl6 • EXIST.HUGHES RANCH x ' -ROAD TO BE EXANDED w '►' s n • — EXIST.ROW 'LII" ...._.c.—..... —.. . ._-z...........cy—._-.—_— •.,... ... . 1 •1 1 • LEGEND ACREAGE • 1 ES:::;':: ADJACENT WETLANDS-RUED(21 CV 0.03 • • (JURISDICTIONAL) + .♦ ♦r ADJACPNT IfE7L4ND$- MAYA= (218 CV 0.02 I. i ItM1 (JURSDIC710NAL) 1 •- .N7HEUS- FXLED(21CY) . Mal t f ! } " �"�� (.UR/SLy0710NAL) (38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION . SHEET 4 OF 11 0 50 100 200 PROJECT #: ,f0885N-NWP • RE4t m% POR: Citz of Pe�rlaal ERCPER INC ..ii%;-,- j SCALE (Feet) E O AL SCTEN'CR &LOCATION: .F3rhes Ranch Rd CONSULTAN!S Rrazorla County 14701 Texas. SI MAWS — 302RE 400 HOUSTON Zr?%078 maw(882) 8880808 88 p//wrnrL oIIvnrcom y A 01 I - PI PLANS CD SWG-2O1 -OOO53 City,..fPearl. I•d `agar 8®f 16 EXIST.HUGHES RANCH • ROAD TO BE EXANDED EXIST. ROW x dw 4' s — __ - Illill 8 i LEGEND mum. of 1pr�',=11 ' ADJACENT I ETLANOS—FILLED (21 CY) 0.03 t.Y.L.r1Wrr. (JURISDICTIONAL) • 'WM 40,6:44,4,4%,...:, .. ADJACENT VrETL OSS—EXCAVATED(218.CY) 0,02 , (JURISDICTIONAL) . WATERS OF THE ITS—F71±@0"(21 CI) _ aoT j (JURISDICTIONAL) (38 LF) ' PROPOSED HUGRJ?S RANCH ROAD EXPANSION SHEET 5 OF 11 o 50 TDO 200 PROJECT #: /0665FT—TI, IIIIIIIIIIIIIIIIMIII T,�,,, ,,;r. BBRG OLWER A�&k7E Pic I ��_+: I FOR Cllr oA Poarlaadmmm ENVIRONMENTAL SOWS de SCALE (Feet) IACATIo 8vehes Ranch Rd imoilm LAM OW'CORSUL7AN25 16701 6T.mars LWE, SUITE`400 H07781)714 T1f 79078 8rezotxa County. 7'racas PH=PI) 660--0888 h minimmommoinis f/' in6ergaHvar oar • 9 c7 6' �., e _._. .. ._ PERMITTED PLANS cO • SWG-2018-00053 .. City ofPearl.;id Page 9of16 EXIST.HUGHES RANCH ROAD TO BE EXANDED • IT t EXIST.ROW ;MI lira rte.... i. PROP.RCP - EXTENSION . WATERS OF THE US PROP.ROW , \I TO BE FILLED WITH EARTHEN • MATERIAL, CONCRETE,AND-RCP • I (564 SOFT,0.01 AC,21 CY) LEGEND_ ACREAGE a r ��/ ADJACENT WETZANDS--FILLED(21 CY) _ 0.03 rr gas (JUIRISD10710NAL) • �►io. "+��' ADJACENT WETLANDS-FXOAVA1ED(218 CY) 0.02 • ►:' �Wi`4.• (JURISDICTIONAL) . • • WATERS OF 7H6 US-FILLED (21 DT) 0.01 1 ! (JURISDICTIONAL) (38 LF) PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 6 OF 11 sror 0 50 100 200 PROJECT Ai: 0698►NWP RG�OLJ El � � ArE3 'Iva at,2017 sr rootFOR: C717 of Peorlead SCALE (Feet) ENV RO T),QJN2'AL SOME & LOCATION: Arabes Ranh Rd LAND ME 27j 4 Ufr H0tJ$I Brazoria County, PeXes 14701 ST. 'S -08 BUITE 400 ROUST= TS 771119 PROM(281)689-0898 http://www.borgolfror.own • (� ?BRtvvIITTED ELANS tg a SWG-2018-00053 ' City of Pe land . Page 110 ,4716 EXIST.HUGHES RANCH ADJACENT WETLANDS rr z' ' ROAD TO BE EXANDED TO BE EXCAVATED (980 SQFT,0.02 AC,218 CY) . PROP.ROW to 4 . it'''', .- :. PROP.DET. IPROP.ROW EXIST.ROW LEGEND ACREAGE . ali,„ '��,,r, ADJACENT HETLANDS-FILLED(21 CY) OOg PROP.ROW 4 �:.:r=w: (JURISDICTIONAL) AL) +�*+ ADJACENT WETLANDS-EXCAVATED (278 co 0.02 ��+ (JURISDICTIONAL) ' • WATERS OF JHE US--FILLED (21 CY) 001 (JURISDICTIONAL) (38 LF) 1 , ! PROPOSED HUGHES RANCH ROAD EXPANSION } t SHEET 7 OF 11 I0 50 100 200 PROSECT #: 10868N-?JWP 7901 .BER �t�I.IVP•R �ATFS� INC -_ FOR: cttr at.Pentland ENVIRONMENTAL SCIENCE& SCALE (Feet) I LOCATION: Hughes Bomb Rd11111 LAND USE CONSULTANTS i r 14701 SE MARTS'WIRE Suns 400 ROSSTON. T$?7018 :-�y,,' Bteaorla County. Texas httWituno.Tiei,a tr�S��`' ' 1 P1301V&(881) t�89-08818 . • e9ass ... .r,... .�._._._... :PERMITTED PLANS MG-2018-00053 • LEGEND ACREAGE City of Pearland Page 1 i of 16 il !' 1..7 ADJACENT WED-ANDS— FILLED(21 CY) 0.03 (JUR/SDIC170NAC) r E "f'��'CYT ADJACENT WETLANDS—EXCAVATED(218 C19 0.02 PROP.ROW - oTtii ++ii (JURISDICTIONAL) "'—'' WATERS OF 711E US—PALED (21 CY) 0.01 (JUmsDICAONAL) (38 LF) i i EXIST.HUGHES RANCH PROP. ROW • ROAD TO BE EXANDED PROP.DET. I ; :I 1 ji ,.,,. t _______.............___ - 1 . , 1 Immo --..-. ..-!' ,W-�_��' ► . •� '�►' e..,,--.- �w�.•w•_•s.,iY-ter.-,..... 4.,...41... ..,...._,,,,„.„..„,..„,„....,.. a•• _.. _ ____ _ .e2„,_,, _ 1 1 1 i EXIST.ROW — PROP.ROW i PROP.ROW PROP_ROW i I 1 i i i i • i 1 I . • PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 8 OF 11 0 50 100 200 Mrs= #: J066071"—MPPatxs+avr . BERG4OT VES ASS INC FOIL: env of Peerlaad ENVIROM 21,2017apVDB .'''Y-'F • SCALE (f=eet) LOCATION: Hughes Resop Rd D ONS & 4 I4RONSER li99L-4Ja3UE d//ZIOUNTXc70? ®os,,Brasoria CovatrTexas , c ' 0 PER .PERMITED PLANS s SWG-2018-00053 . 1 City off Pear1and 4 Page 12 :1,$16 1N , 1 d . • 1 . . EXIST.HUGHES RANCH 1 I• ROAD TO BE EXANDED . 1 {I • PROP. ROW • fi 1 = . i i Limi..................— — — ,.,,,. ma .. — -AL--vid -Arik,... ______ 1" -7 1 ------------- -4 9:� til , LEGEND ACREAGE • °" ' 1 ADJACENT WETLANDS—RUED(21 CY) 0.03 EXIST. 1f.�4 (JURIEDICl7ONAL) b PROP.ROW ROW 'von ADJACENT WETLANDS—EXCAVATED(218 CY) 0.02 . i *+l i , (JURISDICTIONAL) - WATERS OF THE US—RILED(21 CY) aor : (JTJRISDICnONAL) (38 LF I I PROPOSED HUGHES RANCH ROAD EXPANSION SHEET 9OF° 11 4 so too 200 i PROJECT iossav=N» r, ,,REVISIONS..,�� SERG�OLAVER.AS&OG'IA3 .Sy 1NG FOR: City of Pear.Tevd NlV9DZONMBIVTAL SCFE71TG'$ & SCALE (Feet) LOCATION: Rwehes Ranch Rd LAND USE CONSULTANTS ■1� 14701 ST.milers LAN WW2400 ROUa^ICN. Er 770781_`>-,Ehezarie County Teres PRONE(sw) 888-0888 Lttp//wow.boggolly• ti M „�.�. __..m._:W.._.,....__....�_.. l'E3$1YIE FBD PLANS SWG-2018-OOO53 • City ki f ear and. • Pa:`e 13 ;,,f 16 I . EXIST.HUGHES RANCH —' PROP. ROW — ROAD TO BE EXANDED • • s alii ....X . •-111111 .__ .—; _—,�_.__ 2. 3 . 1 EXIST.ROW __ • LEGEND ACREAGE - . .acaggilMt ADJACENT WETZANDS-FILLED (21 CY) 0.03 ' MI= JURISDICTIONAL) rarrror's wrr.wr..,.V w 4y � ; ADJACENT WETLANDS-IXCAVA7ED(218 019 • 0.02 $ +4f . (JURISDICAONAL) f d WATERS OF ME VS- FILLED (21 CY) 0,01 I (JURISDIC710NAL) (JS LF) , PROPOSED HUGHES RANCH ROAD EXPANSION : SHEET 10 OF 11 . • $0 100 200 PROJECT #: 10685N-N8P RET?StONS �P�f/`�/7/ p�7/f _ 2,200 by YOB BERG OL/TIR 7!Om .lNc2 !..'` ••..,• � VON: Cfer of Paarland SCALE (Feet) ZWIRONERNTA.L SCIENCE & .`; LOCATION: titozhes Ranch Eld IK W USE CONSULTANTS ftrarorfa couch: Tmcas 14701 54'.ss1RY'S LONE,St=400 1f0USfbN, TK 7x07? ""'OM1 Qom. ....,_... ,a �. .� PHONE 080 689-ose8 \ ; • • 1 CO • I i Pi , . CO .. - 1 . SWG-2018-00053 ••••••• • i City of Pearland Page 14 Ad 16 .. 1 1 ) EXIST.HUGHES RANCH - ROAD TO BE EXANDED 1 . , , 1 ; . 01111111111111111.1111111111.11.11111111111111° s \ ....... "-----, ! 4 111111111111111111111111111 _ _,,, ( _ .....• us , . 1 . . - ; I EXIST. ROW 1 . ; - , . . LEGEND r=a 1 1 1 L!•!lit ADJACENT WETLANDS—FILLED (21 CV) 0.03 (JURISDICTIONAL) • 1•.k 4 . 1 • - i ,t, ..,0.4V4 ADJACENT WEIL4NDS— EXCAVATED(218 Cr) 0.02 • i • ;44,..5,47,504" (JURISDICRONAL) .. +.*„. t i WATERS OF 77IE US—FILIE.D(21 CY) 10.01 J . • (JURISDICTIONAL) • • . • 1 1 _ • • PROPOSED HUGHES RANCH ROAD EXPANSION - , SHEET 11 OF 11 1 . • . RE4SION& 0 50 100 200 PROJECT#: ,rosear-nwp - . . .v4_ ,I=„3 „,N,„m BERMOLIVER ASSOCIATE% DIC ••• •".,"t"i:-.--. ' ...1, f=2200 Glammanwsmnizimmrs4 FOR: Clip of Paarlead amoosoommommom ENVMONMVAMIG SCIENCE mumpommourni SCALE (Feet) LOCATION: gwthes Reach Rd imimmiuswimmi LAND USE CONSULTANTS oismaissonsamiso 1 BMW& County.Texas .........mmnini 24701 ST.more ZARE.SURE 409 501IX0N;Tlf 79079' ., 4 amosoomoont PROW PAO 58970898 liely://rmnberscargineom '''-, 1 --,,,,,,.,• t ..... . • W • M to PERMITTED PLANS ....-- PROP. ROW •. A' 120, • SWC-2018-00053 EXIST. ROW • City of Peaxland T 0� ®" Page 15 of 16 PROP.WESTFPROP.EAST BOUND LANES BOUND LANES so- I [1I PROP. I I I L I I DITCHti i ( I . 17- I ' 17- I I Li I {1 t ii I PROP. I ' SIDEWALK 'I - I I I I I I 01PROP. SIDEWALK PROP. ADJACENT WETLANDS PROP, DET. DITCHTO BE FILLED 20' PROPOSED HUGHES RANCH ROAD EXPANSION TYPICAL CROSS SECTION A—A' 4 I NOT TO SCALE PROJECT #: 10666N-NWP xtxsays A Zr47OMB M BERG•QLIVAR OQATE4 WC ' FOR Mr of Pearland .' tF LOCATFON: Hhahe4a Renolr Rd LANDENTIRo U5� SCIENCE & :.. fCONSCIETANTS ' Brezoria County, Tests Zaai S7:28) -oa;sums 400 Homan; 2X 77078 , 0 y PBXS`(E8F) 689-0.988 hUp://irrinbergolivercom w, ,,, ``` • • vt SWC-20]I8-00053 City of earland Page 16of16 • • • __ PROP. DETENTION POND 1111.— 75 •ADJACENT WETLAND - • --a-- TO BE EXCAVATED –.de— 1 25' • • • • • • APRROX. DEPTH = 6' . • • • PROPOSED-HUGF7T?S RANCH ROAD EXPANSION • CROSS SECTION B--B' NOT TO SCALE PROSECT #: 10665N--RPP • n B RG4OLZVER A� iE9 INC o o Rot?.eraa? FOR: City of Peerlend ENVIRONMENTAL SC,WCE & LOCATION: A'uahpsReaoh Rd. LAND USE CONSULTANTS 14702 S1 MARY'S Lag SIMS 400 EDUS t TA'77079 • Brazorfe Comity.•Texas • PROP2(280 sea—oaDB hetp//.m.bargouoenoonl ='►xrc�;