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R2022-004 2022-01-10RESOLUTION NO. R2022-4 A Resolution of the City Council of the City of Pearland, Texas, awarding a construction services contract for Shadow Creek Sidewalk Extension and Shadow Creek Trail (Phase II) Project, to TB Construction, Inc., in the amount of $599,443.86. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1.That competitive bids for construction of the Shadow Creek Sidewalk Extension and Shadow Creek Trail Project have been reviewed and tabulated. Section 2.That the City Council hereby awards the bid to TB Construction, Inc., in the amount of $599,443.86. Section 3.The City Manager or his designee is hereby authorized to execute a construction services contract for the Shadow Creek Sidewalk Extension and Shadow Creek Trail Project. PASSED, APPROVED and ADOPTED this the 10th day of January, A.D., 2022. ________________________________ J. KEVIN COLE MAYOR ATTEST: ________________________________ CRYSTAL ROAN, TRMC, CMC CITY SECRETARY APPROVED AS TO FORM: ________________________________ DARRIN M. COKER CITY ATTORNEY DocuSign Envelope ID: 53457356-37C3-4014-B09A-A79526731266 Project Manual for: Shadow Creek Ranch Sidewalk Extension Project Shadow Creek Ranch Development & Shadow Creek Trail Phase II - Along Library Trail ....-!rhi..„. • .4.iss, • f * *pia •t! j DAVID G.GREANEY i Pt, Dayyum K. Javed 0. •• t a• 125563 a ...�..........»........ /9' •4,� 9 0 91849 e eft% !/CENSV G�?4S Q 4P! /- .c.g cats .1._, c„ , 11/23/2021 „At O For Shadow Creek Trail Phase II- _ v Along Library Trail only 11/23/2021 PEARLAND For Shadow Creek Ranch Sidewalk Extension Project Only 'ST• 1 $9 Bid No. : 1022-04 November 8, 2021 Prepared By. CP&Y, Inc 11757 Katy Freeway, Suite 1450 Houston, Texas 77079 and Gauge Engineenng, LLC Texas Registered Engineenng Firm F-20017 3200 Wilcrest Dnve, Suite 220, Houston, Texas 77042 Project Manual for: Shadow Creek Ranch Sidewalk Extension Project Shadow Creek Trail Phase II - Along Library Trail Within Shadow Creek Ranch Development From Shadow Creek Pkwy to Clear Creek COP Project No. : TR2003 & PK2003 Bid No. : 1022-04 November 8, 2021 Prepared By CP&Y, Inc 11757 Katy Freeway, Suite 1540 Houston, TX 77079 & Gauge Engineering, LLC 3200 Wilcrest Dr, Suite 220, Houston, TX 77042 SHADOW CREEK RANCH SIDEWALK EXTENSION PROJECT SHADOW CREEK PHASE II-ALONG LIBRARY TRAIL CITY OF PEARLAND BRAZORIA COUNTY, TEXAS TABLE OF CONTENTS NOTE. Bold Specification Sections can be found on the City of Pearland WebSite 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). SECTION TITLE DIVISION 0-BIDDING AND CONTRACT DOCUMENTS 00100 Invitation to Bid 00200 Instructions to Bidders 00300 Bid Proposal 00500 Standard Form of Agreement 00610 Performance Bond 00611 Payment Bond 00612 One-Year Maintenance Bond 00615 Partial Waiver of Lien 00700 General Conditions of Agreement 00701 Attachment No 1 00702 Attachment No 2 00703 Attachment No 3 00800 Special Conditions of Agreement 00811 Wage Scale for Engineering Construction 00812 ' Wage Scale for Building Construction 00900 Addendum Template ebid DIVISION 1-GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises 01200 Measurement and Payment Procedures 01200S 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 Inspection Services 01450 Testing Laboratory Services 01500 Temporary Facilities and Controls 01505 Mobilization 00010- 1 of 3 CITY OF PEARLAND TABLE OF CONTENTS 01550 Stabilized Construction Exit 01554 Street Sign 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 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 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 02417 Augering Pipe or Casing for Water Lines 02510 Water Mains 02511 Water Meters 02512 Polyethylene Wrap 02513 Steel Pipe and Fittings for Large Diameter Water Lines 02514 Fire Hydrant Assembly 02515 Water Tap and Service Line Installation 02520 Valve Boxes,Meter Boxes, and Meter Vaults 02530 Gravity Sanitary Sewers 02531 Sanitary Sewer Service Leads or Reconnections 02532 High Density Polyethylene (HDPE) Solid Wall Pipe 02533 Sanitary Sewage Force Mains 02534 PVC Pipe 02540 Tapping Sleeves and Valves 02541 Water and Wastewater Line Valves 02542 Concrete Manholes and Accessories 02582 Thermoplastic Pavement Markings 00010-2of3 CITY OF PEARLAND TABLE OF CONTENTS 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 02634 Ductile Iron Pipe and Fittings 02635 Steel Pipe and Fittings 02636 Polyurethane Coating on Steel or Ductile Iron Pipe 02710 Base Course for Pavement 02741 Asphaltic Concrete Pavement 02742 Prime Coat 02743 Tack Coat 02744 Single Course Surface Treatment 02751 Concrete Paving 02762 Temporary and Removable Reflectorized Pavement Marking 02770 Curb, Curb & Gutter, and Headers 02771 Concrete Sidewalks 02775 Concrete Driveways 02811 Landscape Irrigation 02820 Wood Fences and Gates 02821 Chain Link Fences and Gates 02910 Topsoil 02921 Hydromulch Seeding 02922 Sodding 02931 Landscape and Tree Planting 02980 Pavement Repair and Resurfacing 02981 Blast Cleaning of Pavement DIVISION 3 - CONCRETE 03300 Cast In Place Concrete 03310 Structural Concrete 13730 Computer Equipment END OF SECTION 00010-3of3 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. og_v 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 3519 Liberty Drive, Pearland, Texas 77581 Electronic bids will be accepted until 2:00 p.m., Thursday, December, 2nd, 2021. 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: Shadow Creek Ranch Sidewalk Extension Project Shadow Creek Phase II—Along Library Trail City of Pearland, Texas COP PN: TR2003 & PK2003 BID NO.: 1022-04 A mandatory pre-bid conference will be held at the City of Pearland City Hall Council Chambers at 3519 Libert Drive,Pearland,Texas 77581 at 3:00 P.M. on November 18th,2021. Shadow Creek Ranch Sidewalk Extension Project: The project will entail the installation of curb ramps, signs and crosswalk striping,removal and relocation of trees, storm water pollution 10-2021 00100- 1 of4 CITY OF PEARLAND INVITATION TO BID prevention plan, adjustment of pull boxes and valve boxes associated with the construction of sidewalks within the Shadow Creek Ranch Development in Pearland, Texas. Shadow Creek Phase II—Along Library Trail: The project will entail the construction of approximately 9,094 square feet of sidewalk/trail connecting Shadow Creek Parkway to the Clear Creek trail. In addition, 30 linear feet of 12-inch RCP and a trench drain will be installed. 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/Logm.aspx upon registration. The documents are NOT viewable without registration. These same documents are also avaiI able 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 Augusa, Suite 350 Houston, TN 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 fee or deposits are required for plans and bid documents obtained through the City's E- bid System.iBIDDERS 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). a 10-2021 00100-2 of 4 CITY OF PEARLAND INVITATION TO BID 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 be delivered to Office of City Purchasing, Finance Department, City Hall Arinex, 3523 Liberty Drive, Pearland, Texas 77581 The successful Bidder must furnish Performance and Payment Bonds as required 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. 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. • 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 applications, • That the City,as Owner and Contract Administrator,retains the right to review and approve Contractor's and all Subcontractors' DBE Certifications and to reject any Bid or Subcontractor failing to meet these requirements; and • 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. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color,religion, sex, or national origin. 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. 10-2021 00100-3 of 4 CITY OF PEARLAND INVITATION TO BID DBE/SBE G al: The Disadvantaged Business Enterprise (DBE) goal for this project is 0%. The Small Business Enterprise (SBE) goal for this project is 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 and Responsive 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, City of Pearland First Publication date November 10, 2021 Second Publication date November 17, 2021 10-2021 00100-4 of 4 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Section 00200 INSTRUCTIONS TO BIDDERS (LRB) 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 includmg 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. 14 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/Logm.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 08-2018 00200- 1 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS the Supplier Registration button 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/Logm.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 3.3 Copies of Bidding Documents are available or may be 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 pricmg to a Bidder, register as a Supplier and download all of the project Bid Documents. 3 4 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. 3.5 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. 08-2018 00200-2 of 9 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 recogmze 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. 08-2018 00200-3 of 9 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 furrnshed 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. 08-2018 00200-4 of 9 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. 08-2018 00200-5 of 9 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. 11.2 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. 11.3 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 4 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. 11.5 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.//pearland.ionwave.net/Login.aspx. 12.3 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. 08-2018 00200-6 of 9 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 mnety (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. 08-2018 00200-7 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 1 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 Bidder In determining Lowest Responsible 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. 16 4 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. 16.5 Acceptance of any and all bids may be conditioned on compliance with the requirement for attendance of the mandatory pre-bid meeting. 16 6 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 orgamzations to perform and furnish the Work in accordance with the Contract Documents, to Owner's satisfaction, within the Contract Time. 16 7 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 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 08-2018 00200-8 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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 08-2018 00200-9 of 9 CITY OF PEARLAND BID PROPOSAL Section 00300 BID PROPOSAL Part A Date: 12/02/2021 Bid of TB Concrete Construction, Inc. , an individual proprietorship/a corporation organized and existing under the laws of the State of Texas/a partnership consisting of , for the construction of Shadow Creek Ranch Sidewalk Extension Project Shadow Creek Trail Phase II -Along Library Trail City of Pearland,Texas COP PN. TR2003 & PK2003 BID NO.: 1022-04 (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 Shadow Creek Ranch Sidewalk Extension Project & Shadow Creek Trail Phase II - Along Library Trail, Shadow Creek Ranch Development, Pearland, Texas with all related appurtenances, complete, tested, and operational, in accordance with the Plans and Specifications prepared by the Qayyum K. Javed, P.E. [CP&Y, Inc., 11757 Katy Freeway, Ste. 1540, Houston, Texas 77079 & David G Greaney, P.E. [Gauge Engineering, LLC 3200 Wilcrest Drive, suite 220 Houston, Tx 77042 respectively, 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, 2"d Floor, City Hall, 3519 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 sand furnis►". air-acceptable Performance and Payment Bond [and Maintenance Bond if Bidder's Initial's. 10-2012 — e 00300- 1 of 3 CITY OF PEARLAND BID PROPOSAL required], 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 insurance in the required amounts. 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 [one hundred and eighty (180)] 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 amount(s) 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 Pcarland 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 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 the following Addenda have been received. The modifications to the Bidding Documents noted therein have been considered and all costs thereto are included in the Bid Proposal prices. Addendum No $ Date: "\'ay Addendum No. Date. Addendum No 'i- Date: $%\'•" Addendum No Date. Bidder hereby represents that the only person or parties interested in this offer as principals 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 Name. TB Concrete Construction, Inc. By* Title. President Address. 4247 Fuqua St.Houston,TX 77048 Phone No 281-670-7329 ATTEST Leticia Torres (Seal,if Bidder is a Corporation) (Typed,/r.Gltto-Printed Nhme) ' ature `` � - Date: 12/02/2021 "Bidder's Initial's: `8 10-2012 00300-2 of 3 CITY OF PEARLAND BID PROPOSAL END OF SECTION Bidder's Initial's: 10-2012 0030 -3 of 3 EXHIBIT'A' SHADOW CREEK RANCH SIDEWALK MENTION PROJECT Quantity UOM Description Spec Reference Mgf Name Mfg# Estimated Response SITE PREPARATION& PKHD 1_Base Bid 1 EARTHWORK $46,132.00 PKLN 1 1 Base Bid 1 LS MOBILIZATION(3%) 01505 $10,000.00 PKLN 1 2 Base Bid . 1 LS TRAFFIC CONTROL AND REGULATION(2%) 01555 $15,000.00 PKLN 1 3 Base Bid. _ 10 EA TREE AND PLANT PROTECTION 01563 $1,500.00 PKLN 1 4 Base Bid 10 EA TRIM AND PRUME EXISTING TREES AND SHRUBS 01563 $1,500.00 PKLN 1 5 Base Bid _ 55 EA INLET PROTECTION BARRIER 01566 $3,850.00 PKLN 1 6 Base Bid _ 7 EA RELOCATE VALVE CONTROL BOX 02811 $1,750.00 PKLN 1 7 Base Bid 6,266 LF FILTER FABRIC FENCE 01560 $12,532.00 PKHD 2 Base Bid 1 SITE WORK $412,829.46 PKLN 2 1 Base Bid 2,402 SY SODDING 02922 $8,262.88 PKLN 2 2 Base Bid 8463 SY 6'SELECT FILL 02255 $22,511.58 PKLN 2 3 Base Bid 7 EA ADJUSTING MANHOLES,INLETS AND VALVE BOXES 02633 $1,750.00 PKLN 2 4 Base Bid 2 EA STREET SIGNS 01554 $400.00 PKLN 2 5 Base Bid 1 LS LANDSCAPE AND TREET PLANTING(0.5%) 02931 $5,000.00 PKLN 2 6 Base Bid . 10 EA LANDSCAPE IRRIGATION 02811 $3,000.00 PKLN 2 7 Base Bid 64,774 SF CONCRETE SIDEWALK 02771 $356,257.00 PKLN 2 8 Base Bid 4 EA WHEELCHAIR RAMPS 02771 $6,000.00 PKLN 2 9 Base Bid 51 SY CONCRETE DRIVEWAY 02775 $3,213.00 PKLN 2 10 Base Bid 1,287 LF 12"WHITE THERMOPLASTIC PAVEMENT MARKINGS 02582 $6,435.00 Total Base Bid:Site Preparation&Earthwork $46,132.00 Total Base Bid:Site Work $412,829.46 Total: $458,961.46 SHADOW CREEK PHASE II-ALONG LIBRARY TRAIL Quantity UOM Description !Spec Reference )Mgf Name Mfg# Estimated Response PKHD 3 Base Bid 1 GENERAL ITEMS $15,000.00 3 1 Base Bid 1 LS MOBILIZATION 01505 $5,000.00 3 2 Base Bid 1 LS TRAFFIC CONTROL AND REGULATION 01555 $5,000.00 3 3 Base Bid 0 AC SITE PREPERATION 02200 $5,000.00 PKHD 4 Base Bid 1 ROADWAY ITEMS $105,539.70 4 1 Base Bid 870 CY GRADING.INCLUDING NECESSARY FILL TO BRING SIDEWALK TO PROPOSED SURFACE ELEVATION 01200S $10,440.00 4 2 Base Bid 416 CY EXCAVATION 02316 $8,320.00 4 3 Base Bid 185 CY SELECT FILL 02330 $6,752.50 4 4 Base Bid 9,094 SF TRAIL 8-INCH THICK 02771 $80,027.20 PKHD 5 Base Bid 1 SIGNING ITEMS . $200.00 5 1 Base Bid 1 EA RELOCATE SIGN 01554 $200.00 PKHD 6 Base Bid 1 DRIANAGE ITEMS $3,800.00 6 1 Base Bid 30 LF REINFORCED CONCRETE PIPE(12"),COMPLETE IN PLACE 02630 $1,800.00 6 2 Base Bid 1 EA` GALVANIZED METAL PLATE TRENCH DRAIN 01200S $2,000.00 STORM WATER POLLUTION PREVENTION PLAN PKHD 7 Base Bid 1 ITEMS _ $10,842.70 7 1 Base Bid 1 LS CONCRETE TRUCK WASHOUT STRUCTURES 01200S _ $1,000.00 7 2 Base Bid 56 SY STABILIZED CONSTRUCTION EXIT 01550 $1,500.24 7 3 Base Bid 741 LF REINFORCED FILTER FABRIC BARRIER 01561 $1,852.50 7 4 Base Bid 0 AC HYDROMULCH SEEDING 02921 $2,499.96 7 5 Base Bid 399 SY SODDING 02922 $3,990.00 PKHD 8 Base Bid 1 EXTRA WORK ITEMS $5,100.00 8 1 Base Bid 200 SY ADDITIONAL GRADING 01200S $4,600.00 I I 81 2IBase Bid 1 20 1 CY GENERAL FILL 1 02330 1 1 1 $500.00 Total Base Bid:General Items $15,000.00 Total Base Bid Roadway Items $105,539.70 Total Base Bid:Signing Items $200.00 Total Base Bid:Drainage Items $3,800.00 Total Base Bid Stormwater Pollution Prevention Plan $10,842.70 Total Base Bid:Extra Work Items $5,100.00 Total: $140,482.40 Total Proposal: I $599,443.86 1 CITY OF PEARLAND STANDARD FORM OF AGREEMENT Section 00500 STANDARD FORM OF AGREEMENT THIS AGREEMENT is by and between City of Pearland (hereinafter called OWNER or City) and TB Concrete Construction, Inc. (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 Shadow Creek Ranch Sidewalk Extension Project Shadow Creek Phase II- Along Library Trail City of Pearland, Texas COP PN TR2003 & PK 2003 BID NO . 1022-04 Article 2 ENGINEER The Work has been designed by CP&Y, Inc , 11757 Katy Freeway, Ste 1540, Houston, Texas 77079 & Gauge Engineering, LLC , 3200 Wilcrest Drive, Suite 220, Houston, TX 77042 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 220 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 250 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 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, 4-2015 00500- 1 of 7 I CITY OF PEARLAND STANDARD FORM OF AGREEMENT OWNER and CONTRACTOR agree that as liquidated damages for delay(but not as a penalty) CONTRACTOR shall pay OWNER FIVE HUNDRED dollars $500 00 for each day that expire 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 FIVE HUNDRED dollars $500 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 $599,443 86 (the "Contract Price") The Contract Price includes the Base Bid Alternate(s) 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 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 4-2015 00500-2 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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, 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 4-2015 00500-3 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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 Plans, consisting of sheets numbered 1 through 46 and 1 through 19 inclusive with attachments with each sheet bearing the following general title Shadow Creek Ranch Sidewalk Extension Project & Shadow Creek Phase II- Along Library Trail 8 6 Instructions to Bidders and CONTRACTOR's Bid Proposal, including any Addenda referenced therein. 8 7 Technical Specifications for the Work. 4-2015 00500-4 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 8 8 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 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. 4-2015 00500-5 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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. 4-2015 00500-6 of 7 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 Jahoaty 11 , 20 2Z� OWNER. CONTRA)CTOR. CITY OF P A 1 V COlf1C`1ex s vC Y By- _iia-- By. f.--1.--- Title i A C'^C Title./'des.acrk Date 0 el. At ti' 2-71— Date A\AV (2 (Corporate Seal) ATTES ATTEST in. Address for giving notices li VA\ vc1/4 St WIt3S\cx‘ ,Ti. -1-1 0-kg Phone W- lop--vnq Fax -1\3- °1c1\- `pS3S Agent for service of process Le,ickw lVettS END OF SECTION 4-2015 00500-7 of 7 Title VI Nondiscrimination Assurances 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 1 Title VI Nondiscrimination Assurances 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 (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 CITY OF PEARLAND STANDARD FORM OF AGREEMENT APPENDIX B House Bill 89 Verification I, cic�a VOYY-es (Person name), the undersigned representative (hereafter referred to as "Representative") of ` QJ tt oefe.' C,alSVtO.k'►Or (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 ji A URE OF REPRESENTATIVE SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this , day of ,gri vu , 201-2 n 'V p''i ROSALINDA ALVAREZ of nallotary Public,State of Texas 9°.. s Comm Expires 09-11-2023 Notary Public %%%0'� Notary ID 126960/81 JPEAR. i AN DI l fs.T. i B' Contractor Questionnaire Yes No ElEl 1. Has the City of Pearland or other governmental entity incurred costs as a result of contested change order(s)from the undersigned company? 0 El 2. Has the City of Pearland or other governmental entity been involved in litigation relative to contract performance with the undersigned company? IIIIII 3. Has the undersigned company failed to meet bid specifications or time limits on other contracts? El ✓❑ 4. Has the undersigned company abandoned a contract or refused to perform without legal cause after submitting a bid? El ❑✓ 5. Has the undersigned company had bidding errors or omissions in two or more bid submissions within a thirty six(36) month period? El6. Has the undersigned company failed to perform or performed unsatisfactory on two or more contracts within a thirty six(36)month period? IIIEl 7 Does the undersigned company have adequate equipment,personnel and expertise to complete the proposed contract? n II El 8. Does the undersigned company have a record of safety violations in two or more contracts within a thirty six(36) month period? f 0 El 9. Does the undersigned have a criminal offense as an incident to obtaining or attempting to obtain a public or private contractor subcontract,or in the performance of such a contract or subcontract within a ten(10)year period? IIIEl 10. Has the undersigned company been convicted of a criminal offense within a ten(10)year period of embezzlement, theft,bribery,falsification or destruction of records,receiving stolen property or any other offense indicating a lack of business integrity or business honesty which might affect responsibility as a municipal contractor? ElEJ 11. Has the undersigned company been convicted of state or federal antitrust statutes within a ten(10)year period arising out of submission of bids or proposals? 12. Has the undersigned company been disbarred or had a similar proceeding by another governmental entity? If you answered"yes"to Items 1-6 or 8-12 or answered"no"to Item 7,please attach a full explanation to this questionnaire. Company Name: TB Concrete Construction, Inc Address: 4247 Fuqua St. Houston, TX 77048 Name, Leticia Torres Title: Accountant (Please Pr' t) r� (Please Print) Signature , , r1'L.LJ Date: 12/02/2021 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. J Name of vendor who has a business relationship with local governmental entity. TB Concrete Construction, Inc. 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.) J Name of local government officer about whom the Information is being disclosed. N/A Name of Officer al 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 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. 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) 102A1 1112121 Si re of vendor doing business with the governmental entity Date Form provided by Texas Ethics Commission www ethics.state.tx.us Revised 11/30/2015 �0% I pc 11. PEARL AND( PST 'S' NON-COLLUSION STATEMENT "The undersigned affirms that they are duly authorized to execute this contract, that this company, corporation,firm, partnership or individual has not prepared this bid in collusion with any other bidder, and that the contents of this bid as to prices, terms or conditions of said bid have not been communicated by the undersigned nor by any employee or agent to any other person engaged in this type of business prior to the official opening of this bid." TB Concrete Construction, Inc. Vendor 4247 Fuqua St. Houston,TX 77048 Address 281-670-7329 Phone Number Fax Number 713-991-6535 letty@tbconcreteconstruction.com Email Address Bidder(Signature) 1-e Accountant Position with C pany Signature of Company Official Authorizing This Bid +� Company Official(Printed Name) Bribed()Torres President Official Position 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. 2022-841898 TB Concrete Construction Houston,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 01/20/2022 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. 1022-04 Shadow Creek Ranch&Shadow Creek Trail Sidewalk Extension Project 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary Torres, Salvador Houston,TX United States X Torres, Francisco Houston, TX United States X Torres, Eriberto Houston,TX United States X 5 Check only if there is NO Interested Party ❑ 6 UNSWORN DECLARATIONt� My name is r ot(kO Tor(es , and my date of birth is RN 2►lq M My address is 1UCAJD rhr`\c. W4y Qc� ,�ecw\ . , � , 7-15gU1 _, ow=v (street) �,J (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in `-\(ay I%g County, State of -TOMS ,on the 11 day of RnklC , (month)1 (year) Signature of au orized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.191b5cdc pt 41). Li 0 PEARLAND, TEX A 5 ' est. i 89� REFERENCES Bidder must furnish, with this bid, a list of three (3) references from customers with a similar or larger operation as the City of Pearland This document, or a similar version issued by your company, must be uploaded with your bid response Company Name City of Houston Contact: Bashar Khalil Phone Number 832-395-2241 Email Address bashar.khalil@houstontx gov Company Name City of Pasadena Contact Jeremy Staggs Phone Number. 713-274-3650 Email Address. Jeremy.Staggs@eng hctx.net Company Name City of Webster Contact David Glasco Phone Number 281 -316-4139 Email Address dglasco@cityofwebster.com • Bond No LICX1213591 CITY OF PEARLAND PERFORMANCE BOND Section 00610 PERFORMANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That TB Concrete Construction, Inc. of the City of Houston , County of Harris , and State of Texas, as principal, and Lexon Insurance Company authorized under the laws of the State of Texas to act as surety on bonds for prmcipaVe,Ha a eh N ld and n�rsn ldyF bound Junto City of Pearland as Obligee (Owner), in the penal sum of$ Forty Threa and 86/100 (8599.443 86) e for the payment whereof, the said Pnncipal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns,jointly and severally,by these presents. WHEREAS,the Pnncipal has entered into a certain written contract with the Owner, effective as of the 10th day of January , 20 22 , (the "Contract") to commence and complete the construction of certain improvements described as follows. Shadow Creek Ranch Sidewalk Extensions Shadow Creek Phase II-Along Library Trail City of Pearland, Texas COP PN: TR2003 & PK 2003- BID NO.: 1022-04 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 Pnncipal 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 CITY OF PEARLAND PERFORMANCE BOND IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this 25th day of January , 20 22 Principal. Surety- " TB Concrete Construction, Inc. Lexon Insurance Company - , „Y' �-, r t 83' _ ` By• , Blaine Allen :Title. l'ecoderor Title. Attorney-in-Fact ti ,Adddress. Address. 4247 Fuqua Street 10002 Shelbyville Rd, Suite 100 Houston, TX 77048 Louisville, KY 40223 Telephone (713) 576-9059 Telephone. (615)553-9500 Fax. N/A Fax. N/A NOTICE. THEADDRESS 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 Bond No. LICX1213591 CITY OF PEARLAND PAYMENT BOND Section 00611 PAYMENT BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That TB Concrete Construction, Inc. of the City of Houston , County of Harris , and State of Texas, as principal, and Lexon Insurance Company authonzed under the laws of the State of Texas to act as surety on bonds for principals, ad ed held Na ndh fisrmly bounnd unto City of Pearland as Obligee (Owner), in the penal sum of$ Forty Three and 86/100 ($599.443.86) 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. WHEREAS,the Pnncipal has entered into a certain written contract with the Owner, effective as of the 10th day of January , 20 22 , (the "Contract") to commence and complete the construction of certain improvements described as follows. Shadow Creek Ranch Sidewalk Extensions Shadow Creek Phase II-Along Library Trail City of Pearland,Texas COP PN TR2003 & PK 2003 BID NO.. 1022-04 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 CITY OF PEARLAND PAYMENT BOND IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this 25th day of January , 2022 Pnncipal. Surety- _ TB Concrete Construction, Inc. Lexon In urance Company - y • By. �� By = i •, Blaine Allen , Vie.; fe5\c11\\ Title. Attorney-in-Fact Address. Address. 4247 Fuqua Street 10002 Shelbyville Rd, Suite 100 Houston, TX 77048 Louisville, KY 40223 Telephone. (713) 576-9059 Telephone (615) 553-9500 Fax. N/A , Fax. N/A 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 of2 Bond No. LICX1213591 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND Section 00612 ONE-YEAR MAINTENANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That TB Concrete Construction, Inc. of the City of Houston , County of ' Harris , and State of Texas, as principal, and Lexon Insurance Company authonzed under the laws of the State of Texas to act as surety on bonds for principals Auare Nell NI edhfirmd lyobmdnd unto City of Pearland as Obligee (Owner), in the penal sum of$ Forty Three and 86/100 ($599,443.86) 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. ( WHEREAS,the Principal has entered into a certain written contract with the Owner, effective as of the 10th day of January , 2022 , (the "Contract") to commence and complete the construction of certain improvements described as follows. Shadow Creek Ranch Sidewalk Extensions Shadow Creek Phase II-Along Library Trail City of Pearland, Texas COP PN: TR2003 & PK 2003 BID NO.: 1022-04 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 penod 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 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND IN WITNESS WHEREOF,the said Pnncipal and Surety have signed and sealed this instrument this 25th day of January , 2022 Principal. Surety- , TB Concrete Construction, Inc. Lexon Insur nce Company = �' r B Y = By. _ Blaine Allen `' Attorney-in-Fact - ,'I;itl e at Or Title: ""Address. Address. 4247 Fuqua Street 10002 Shelbyville Rd, Suite 100 Houston, TX 77048 Louisville, KY 40223 Telephone. (713) 576-9059 Telephone _(615)553-9500 Fax. N/A Fax. N/A 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 i 1 4,i's SOMPO INTERNATIONAL POWER OF ATTORNEY 11510 (NOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation, Endurance American Insurance Company, a Delaware corporation, Lexon Insurance Company, a Texas corporation, and/or Bond Safeguard Insurance Company, a South Dakota corporation, each, a "Company" and collectively,"Sompo International,"do hereby constitute and appoint:Chandler Nazzal,John A.Aboumrad,William D.Baldwin,Brent Baldwin,Brock Baldwin,Brady K. Cox,Blaine Allen,Russ Frenzel as true and lawful Attorney(s)-In-Fct to make,execute,seal,and deliver for and on its behalf as surety or co-surety bonds and undertakings given for any and all purposes,also to execute and deliver on its behalf as aforesaid renewals,extensions,agreements,waivers,consents or stipulations relating to such bonds or undertakings provided,however,that no single bond or undertaking so made,executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of ONE HUNDRED MILLION Dollars($100,000,000.00). Such bonds and undertakings for said purposes,when duly executed by said attorney(s)-in-fact,shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the 15th day of June,2019,a copy of which appears below under the heading entitled'Certificate" This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by unanimous written consent effective the 15th day of June,2019 and said resolution has not since been revoked,amended or repealed: RESOLVED,that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile,and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF each Company has caused this instrument to be signed by the following officers,and its corporate seal to be affixed this 15"'day of June,2019. Endurance Assurance Corporatio Endurance American Lexon Insurance Company a G In ura c ? s p7.7411 By. !� By: By: By7:sBuornad7:efegAapradv .Richard Appel;r§,Viii,&, emor Counsel Richard Appei�„SNP.B.,,,S,enior Counsel Ric and Appel;__._.a Seni ounsel Ri Appeli„SVP&„ enl `r5surance ,Gan Ins 4,, „ q tNSth �R `pP0 ', ,``��. PORt ^c> '; ,a+�9U �`ttt ,OJFx' 0`. GG Ttc• = Q GOB T6'�7N :O ,+sx a-,..sue t att! A t4 z L , SOUTW n E; SEAL •o fg I SEAL ;o_ SEAL, { DAKOTA O r =bt 2002 cab 1996 .'= +'.*. * 2 INSURANCE iI c, DELAWARE D ;7 DELAWARE !gig ' * q� ..0 0 i aCO ,,�` ,'4..,p 's'� ,',',� ogmuu��{'a`, ,.7 ',ISf'fi t'''" 4+i, N``��` u,,,,,,,1.,a„` ACKNOWLEDGEMENT `...,..,-..' ",,,,,,,m,am,"„ ')n this 15th day of June,2019,before me,personally came the above signatories known to me,who being duly sworn,did depose and say that he/tbravr `., ffsfficer of each if the Companies;and that he executed said instrument on behalf of each Company by authority of his offic under th by ws of each Company; LQ, " STATE. 4 _z. _ By -y NOW, • , Amy aylor,Not ublic My CommissiV Expires 5/9/23.ir CERTIFICATE i '.,4o ^V,4(((04 I,the undersigned Officer of each Company DO HEREBY CERTIFY that: 1 That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2.The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15,2019 and said resolutions have not since been revoked,amended or modified: "RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co-surety with others: RICHARD M.APPEL,BRIAN J.BEGGS,CHRISTOPHER DONELAN,SHARON L.SIMS, CHRISTOPHER L.SPARRO,MARIANNE L.WILBERT and be it further RESOLVED,that each of the individuals named above is authorized to appoint attorneys-in-fact for the purpose of making,executing,sealing and delivering bonds, undertakings or obligations in surety or co-surety for and on behalf of the Company" - 3.The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof." 25th January22 - ` IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal this day of ),20 I - Dame S. .rie, ,retary - NOTICE: U.S.TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL(OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully The Office of Foreign Assets Control(OFAC)administers and enforces sanctions policy based on Presidential declarations of"national emergency" OFAC has identified and listed numerous foreign agents,front organizations,terrorists,terrorist organizations,and narcotics traffickers as"Specially Designated Nationals and Blocked Persons" This list can be located on the United States Treasury's website—https://www.treasury.qov/resource-center/sanctionsISDN-List. 'n accordance with OFAC regulations,if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S.sanctions law or is a Specially )esignated National and Blocked Person,as identified by OFAC,any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract,no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply Any reproductions are void. Surety Claims Submission:LexonClaimAdministration(atsompo-intl.com Telephone:615-553-9500 Mailing Address:Sompo International;12890 Lebanon Road;Mount Juliet,TN 37122-2870 Lexon Insurance Company IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may call Lexon Insurance Company telephone number for information or to make a complaint at 615 553 9500 You may also writer to Lexon Insurance Company at Lexon Insurance Company Attn Claims Department 12890 Lebanon Rd Mt. Juliet, TN 37122-2870 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 800 252 3439 You may write to the Texas Department of Insurance at PO Box 149104 Austin, TX 78714-9104 ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document and is given to comply with section 2253 048, Government Code, and Section 53 202 Property Code, effective September 1, 2001 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. 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 nght to claim or lien, ansing 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 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Section 00700 r 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 103 Subcontractor 1 04 Wntten Notice 105 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 CITY OF PEARLAND 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 412 Sanitation 4 13 Cleaning and Maintenance 4 14 Performance of Work 4 15 Right of Owner to Accelerate the Work 10-2012 00700-ii 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 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 2 7 01 Differing Site Conditions 7 02 Change Orders 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 30 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 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 BI ATTACHMENT NO 3 OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR Cl 10-2012 00700-v 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 reportmg 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 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (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, mformmg 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 begmmng work on the Project, a certificate of coverage showmg 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 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 showmg 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 camer 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 CONTRACTOR'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 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO.2 TO GENERAL CONDITIONS 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 Shadow Creek Ranch Sidewalk Extension (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 CONTRACTOR 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. 05/2007 00700-B 1 CITY OF PEARLAND GENERAL CONDITIONS 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 m the Charter, By-Laws or Minutes of a meeting of said corporation regularly called and held. CONTRACTOR. 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.] 05/2007 00700-B2 CITY OF PEARLAND GENERAL CONDITIONS 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.] 07/2006 00700-B3 CITY OF PEARLAND 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 foregomg 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. 07/2006 00700-B4 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 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 earned 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 matenal 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 m any way compromising or waiving any nght 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 mamtam such insurance amounts and coverages. 10-2012 00700-Cl CITY OF PEARLAND 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 msurance 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 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 in. a combination of ISO forms CG 20 33 10 01 and CG 20 37 1001, 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 pnmary 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 pnmary and non- contributing liability f. Waiver of Subrogation, as required in 3 6, above. 10-2012 00700-C3 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 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 wntten 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 pnor 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 m 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 wntten 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-C5 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 includmg 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 in. Damage arising from error, omission or Included without subhmit 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 subhmit — cold testing (where applicable) xi. Notice of cancellation, non-renewal or Included 10-2012 00700-C6 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT material reduction—60 days pnor wntten notice to each insured xii. Occupancy clause, as required in F, Included below xui. 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, B or V d. Earthquake and Earthquake Spnnkler $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 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 msurance, 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 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 msurance 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 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 anse 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-C 10 �...iN TORRBRO-02 MCCALI ACORO" DATE(MM/DD/YYYY) ` ---- CERTIFICATE OF LIABILITY INSURANCE 1/27/2022 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 _j BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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_ __ __ _ _ Barry Insurance Group PHONE rFAX 4418 Broadway St. (ac,No,Ext):(281)464-3383 _ __ (A/c,No):(281)464-3050 _ Pearland,TX 77581 ,E-MAIL certs@barryinsurancegroup.com ADDRESS;II - _._" INSURERS)AFFORDING COVERAGE i .NAIL#_ __ I INSURER Greenwich Insurance Company I --- INSURED INSURERS US Assure TB Concrete Construction,Inc [INSURER Fuqua h 4247 --' — I INSURER D Houston,TX 77048 — —` --"— INSURER E -_ __ _ _ I I INSURER F. COVERAGES CERTIFICATE NUMBER: 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 �ADDL1SUBR POLICY EFF POLICY EXP 1 LTR TYPE OF INSURANCE I INSR i WVD I ,POLICY NUMBER 1 IMMIDD/YYYY)I IMM/DDIYYYYI I LIMITS A X COMMERCIAL GENERAL LIABILITY I I I 1 EACH OCCURRENCE I$_ __1,000,000 ICLAIMS-MADE X I OCCUR INGL-1005092-00 9/6/2021 9/6/2022 DAMAGE TO RENTED 1,000�000 I I 1 PREMISES(Ea occurrence)__ $ 1-- - - -------'-------- I MED EXPSAnyone person)- 1$---- ------10,000 I 1,000,000 _ _ PERSONAL$ADV INJURY _i$____ _GEN'L AGGREGATE LIMIT APPLIES PER: j I_GENERAL AGGREGATE_ .__I$ 2,000,000_ I POLICY�X I JET I 1 ,LOC I I PRODUCTS COMP/OPAGG $ 2,000,000 OTHER: I I $ A AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT I 1,000,000 (Ea acoideL) 1$ _ I ANY AUTO _ NBA-1005093-00 9/6/2021 I 9/6/2022 BODILY INJURYJperpersonLl$ __ AUTOS ONLY X .SCHEDULED I I BODILY INJURY_LPer accident)I_$ X HIRED NON-OWNED i PROPERTY(DAMAGE AUTOS ONLY ._ 'AUTOS ONLY I _(Peraccident_____ $.__ I I I I $ A L.-_ UMBRELLA LIAB I X OCCUR ' I 5,000,000 _I I i EACH OCCURRENCE I$ X EXCESS LIAB r I CLAIMS-MADE I jNEC-6006606.00 9/6/2021 9/6/2022 I.AGGREGATE DED RETENTION$ I I ,Aggregate I 1$ 5,000,000 WORKERS COMPENSATION I I I 1 I PERTUT J_ ._ER___; AND EMPLOYERS'LIABILITY Y/N I _, -- - _— __ ANY PROPRIETORIPARTNER/EXECUTIVE I--i I I I E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? I 1 N/A — --- (Mandatory in NH) E L DISEASE EA EMPLOYEE,$ If yes,describe under I--- ---- - --- ---- DESCRIPTION OF OPERATIONS below I I E.L.DISEASE POLICY LIMIT I$ B Installation!Build x IER73961963 2/4/2022 2/4/2023 All Property 1 599,444 I 1 ! I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Project:Shadow Creek Subdivision Sidewalk Construction Additional Insured status is granted as required by written contract for General Liability,Excess Liability,and Auto Liability A Waiver of Subrogation is granted as required by written contract for General Liability,Excess Liability,and Auto Liability See applicable endorsements attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Pearland THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Liberty Drive ACCORDANCE WITH THE POLICY PROVISIONS. Pearland,TX 77581 AU - THORIZED REPRESENTATIVE i J .1 II i i` _ I ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER:NGL-105092-00 COMMERCIAL GENERAL LIABILITY CG20011219 ti THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance;and CG 20 01 1219 ©Insurance Services Office, Inc.,2018 Page 1 of 1 POLICY NUMBER: NGL-1005092-00 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s)Of Covered Operations Blanket as required by written contract Blanket as required by written contract Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section II - Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional organization(s) shown in the Schedule, but only exclusions apply- with respect to liability for"bodily injury", "property This insurance does not apply to "bodily injury" or damage" or "personal and advertising injury" "property damage"occurring after caused, in whole or in part, by 1 All work, including materials, parts or 1 Your acts or omissions;or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the in the performance of your ongoing operations for location of the covered operations has been the additional insured(s) at the location(s) completed;or designated above_ 2. That portion of "your work" out of which the However injury arises has been j ry or damage g put to its 1 The insurance afforded to such additional intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor law;and engaged in performing operations for a 2. If coverage provided to the additional insured is principal as a part of the same project. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 2010 1219 ©Insurance Services Office, Inc.,2018 Page 1 of 2 C. With respect to the insurance afforded to these 2. Available under the applicable limits of additional insureds, the following is added to insurance; Section III—Limits Of Insurance: whichever is less. If coverage provided to the additional insured is This endorsement shall not increase the required by a contract or agreement, the most we applicable limits of insurance. will pay on behalf of the additional insured is the amount of insurance: 1 Required by the contract or agreement;or Page 2 of 2 ©Insurance Services Office, Inc.,2018 CG 20 10 12 19 POLICY NUMBER: NGL-1005092-00 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided-under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART - SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Blanket as required by written contract Blanket as required by written contract Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section 11 — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated; and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of_insuranceL_ performed for that additional insured and included 1 Required by the contract or agreement; or in the"products-completed operations hazard" 2. Available under the applicable limits of However insurance; 1 The insurance afforded to such additional whichever is less. insured only applies to the extent permit.,ted by law;and This endorsement shall not increase the applicable limits of insurance. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 1219 ©Insurance Services Office, Inc.,2018 Page 1 of 1 POLICY NUMBER:NGL-1005092-00 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): Policy aggregate limit applies per work site. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by "occur- damages or under Coverage C for medical rences"under Section I—Coverage A,and for all expenses shall reduce the Designated Con- medical expenses caused by accidents under struction Project General Aggregate Limit for Section I — Coverage C, which can be attributed that designated construction project. Such only to ongoing operations at a single designated payments shall not reduce the General Ag- construction project shown in the Schedule gregate Limit shown in the Declarations nor above: shall they reduce any other Designated Con- 1 A separate Designated Construction Project struction Project General Aggregate Limit for General Aggregate Limit applies to each des- any other designated construction project ignated construction project, and that limit is shown in the Schedule above. equal to the amount of the General Aggregate 4. The limits shown in the Declarations for Each Limit shown in the Declarations. Occurrence, Damage To Premises Rented To 2. The Designated Construction Project General You and Medical Expense continue to apply -Aggregate-Limit-is-the-most we-will pay-forthe However; instead of being subject to the sum of all damages under Coverage A, ex- General Aggregate Limit shown in the Decla- cept damages because of "bodily injury" or rations,such limits will be subject to the appli- "property damage" included in the "products- cable Designated Construction Project Gen- completed operations hazard", and for medi- eral Aggregate Limit. cal expenses under Coverage C regardless of the number of• a. Insureds; b. Claims made or"suits"brought;or c. Persons or organizations making claims or bringing"suits" CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 ❑ B. For all sums which the insured becomes legally C.'When coverage for liability arising out of the obligated to pay as damages caused by "occur- "products-completed operations hazard" is pro- rences"under Section I—Coverage A,and for all vided, any payments for damages because of medical expenses caused by accidents under "bodily injury" or "property damage" included in Section I — Coverage C, which cannot be at- the "products-completed operations hazard" will tributed only to ongoing operations at a single reduce the Products-completed Operations Ag- designated construction project shown in the gregate Limit, and not reduce the General Ag- Schedule above: gregate Limit nor the Designated Construction 1 Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical D. If the applicable designated construction project expenses shall reduce the amount available has been abandoned, delayed, or abandoned under the General Aggregate Limit or the and then restarted, or if the authorized contract- Products-completed Operations Aggregate ing parties deviate from plans, blueprints, de- Limit,whichever is applicable;and signs,specifications or timetables,the project will 2. Such payments shall not reduce any Desig- still be deemed to be the same construction pro- nated Construction Project General Aggre- ject. gate Limit. E. The provisions of Section HI — Limits Of Insur- ance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 ©Insurance Services Office, Inc.,2008 CG 25 03 05 09 0 A CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 1/25/2022 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 REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 Danielle Regensburger AssuredPartners Houston 840 Gessner A/CNr o.Ext):832-916-3291 FAX No): Suite 700 E-MAIL danielle.regensburger@assuredpartners.com Houston TX 77024 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A.Texas Mutual Insurance Company 22945 INSURED TBCONCR-01 INSURER B. TB Concrete Construction TB Environmental, Inc. INSURER C. 4247 Fuqua St. INSURER D. Houston TX 77048 INSURER E. INSURER F. COVERAGES CERTIFICATE NUMBER:545363663 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DP/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILYINJURY(Per $ AUTOS ONLY AUTOSaccident) HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION 0001298316 4/17/2021 4/17/2022 X STATUTE OTH- ER AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/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 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) *See Remarks* 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 Dr Pearland TX 77581 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: TBCONCR-01 LOC#• ACOREI ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED AssuredPartners Houston TB Concrete Construction TB Environmental,Inc. POLICY NUMBER 4247 Fuqua St. Houston TX 77048 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 Workers Compensation Policy includes a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract between the insured and certificate holder that requires it. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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 remam 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 telephone 281 652. The CONSTRUCTION MANAGER is telephone. 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 Required/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 mternet access in the Field Office. BIDDER is Required/Not Required to provide either a Field Office or 08/2018 00800- 1 of 2 CITY OF PEARLAND SPECIAL CONDITIONS OF AGREEMENT 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/Will Not be required to provide an on-site construction office for the duration of this project. END OF SECTION 08/2018 00800-2 of 2 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION Section 00811 { 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 engineenng 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. (Attach the current wage rates. Number the pages 00811-2, 00811-3, etc.) 10-2012 00811 - 1 of 1 CITY OF PEARLAND WAGE SCALE FOR BUILDING CONSTRUCTION Section 00812 WAGE SCALE FOR BUILDING 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 building construction is to be applied to all site work five (5) feet or less from an exterior wall of new building under construction or from an exterior wall of an existing building. (Attach the current wage rates. Number the pages 00812-2, 00812-3, etc.) { 07-2019 00812- 1 of 1 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO 1 Date.November 24, 2021 PROJECT Shadow Creek Ranch Sidewalk Extension & Shadow Creek Phase II —Along Library Trail, within Shadow Creek Ranch Development BID NO. 1022-04 BID DATE December 2, 2021 FROM. Qayyum K. Javed,P.E. Project Manager CP&Y,Inc. 11757 Katy Freeway, Ste 1540,Houston, TX 77079 David G Greaney, P.E. Project Engineer Gauge Engineering, LLC 3200 Wilcrest Dr, Ste. 220, Houston, TX 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. a. Project Manual Cover page updated with additional Engineer's seal. b Table of Contents—Text added to access Specifications from City of Pearland website SPECIFICATIONS No Changes. 2-22-12 00900—Page 1 of 3 CITY OF PEARLAND ADDENDUM CONSTRUCTION DRAWINGS. Shadow Creek Phase II—Along Library Trail cover sheet updated. Shadow Creek Ranch Sidewalk Extension—Sheet number updated for sheet 23 INFORMATION TO BIDDERS 1 Attached is the Pre-Bid Meeting Sign in Sheet. Refer to Attachment No 1 2. Answers to questions from bidders a. The specifications directed us to use your bid bond form, but I don't see one in the bid package documents Can you assist in getting me that form? Or we can use a standard? i Answer: Please provide a standard form b It looks like we are missing the following: 01561,01562,01570,02252,02316,02317,02318,02330,02335,02370,02415,02417,02510,025 11,02512,02513,02514,02515,02520,02530,02531,02532,02533,02534,02540,02541,02542, 02603,02624,02628,02629,02630,02631,02632,02634,02635,02636,02710,02741,02742,027 43,02744,02762,02770,02820,02821,02910,02921,02980,03300,03310 and plan page 23 i. Answer: The following note has been added to Table of Contents in the project manual, which reads as follows "NOTE Bold Specification Sections can be found on the City of Pearland Website at http.//pearlandtx.gov/departments/engineering-and-capital- pro j ects/engineering/standard-construction-documents (or at http.//www pearlandtx.gov/by going to the Department of Engineering, Engineering Construction Documents) " ii. Answer: Plan sheet 23 is attached to this Addendum No 1 c What is the engineer's estimate? i Answer_The budget for the project is $1,057,000 ATTACHMENT(S) 1 Attachment No 1 —PRE-BID MEETING SIGN-IN SHEET 2. Attachment No 2—PROJECT MANUAL 3 Attachment No 3—SCR SIDEWALK EXTENSION PROJECT—SHEET 23 4 Attachment No 4—SHADOW CREEK TRAIL PHASE II—COVER SHEET 2-22-12 00900—Page 2 of 3 CITY OF PEARLAND ADDENDUM END OF ADDENDUM NO 1 r 1 T•-tv 1* ." ,*m K. Joved ';DAVID G.GREANEY •o •�•91$49 •iQ- °I'a: 125563 e� �on'+.l r ENSE?.." , `/CENSE�G�a`°;� y ! +'`' 11:2412021 Y/ .000". 11/24/2021 For Shadow Creek Ranch Sidewalk For Shadow Creek Trail Phase II- Along Library Trail only Extension Project Only Qayyum K. Javed, P.E. David G Greaney,P.E. Project Manager Project Engineer 2-22-12 00900—Page 3 of 3 Sign in Sheet Shadow Creek Ranch �, ,-O, PE"tPe Sidewalk Extension Project o PRE-BID MEETING AGENDA IPEARL,AND` November 18, 2021 ' ES r. i s 9 Name(Print) Company Phone Number Email Initials Mn.oAA0.i T'ovn %a a Mi1Ci1 .Cow. CI .�Ac- c3, ,5 t` rk t kl. Et 3a.-c verl-)a:a a 1 ct ,:3. ve n. ti.S- Gq,,..• Atioia &ax& Wilson t .9x 314u.5(24. sel40 Mimi, @ !Nilson bu.itd.ltelyseYVlco.c°"', k not SuaieZ f3is-3 i- .-2CC4(I 3C)cpe 23Z Z)E 351 5.415 .rea - (47- e 3S CQawim l JAB C-rf y, Pc, l3-571 -t10 GareoLvG79Y21. Or ie.-N TOYYe3 Tb &Eye . Cam} $37-$lot.-'71S It yfl 6 eiane t e ,s ocub v T 3u,,, C-iot1C lc,. 3 e& ', Co,wett, a g73-19 Jef .viseovicre'feephob. c � --i''r��5-kgOS 0- `z^- r'-=�r. '- 1,+-c‘.:� l�Cl�1� 1�L1�'ea . c.�w GSA i�'�;r�e�i�l+^a!��,, .� .� : ,%-..c,c, si -vev, 13IGr,,C© - Ind,,s-►t- ,es 2C1 -SO/ -Ot27 karzundtegaeu,ckkirtclvsIf-,frhs-ay.! 6 'irec+se-5ervie s re I- rti --.e. AS1 =_ -5M6" imlit. 1ar 1lieeis.. .r.,nms,Acc„y4 "(S m NtrigIDin- )iav n- 113_l0-ttocc Niiciiiii @arcs. Mit -112 g_OlolvirF N[Lint/ 1 LA- so(,,� ,5 ZZ5c 2 ,21 o a J1, es _,,,et, igi,Ka u , i 7)3- a' G- 1K� _fe5 ciomi C . CO ? a Constrain t D4.per.:�;d 2016 Name (Print) Company Phone Number Email Initials D LoKeoer e, SawZeS q4 - $3'7 g 61 e tG Ser s cJ OiJ . G v (4 5 5-2,-).-)a6/4-st r 3 Lui(66)61Csevvt?es I [G L. (i C avi G av1", Ggty e q. CV) 4 -Ica( rErcneYVez.," elyvhir :-�� ti DG Oscht. LAQ-A Go? CIO=0/4 S ��ta.n ��-golf 0 *To be included in consultants meeting minutes Constnt r"-,1% 2 :R'� D4.Rrrv- ',2016 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO. 1 Date:November 29,2021 PROJECT Shadow Creek Ranch Sidewalk Extension & Shadow Creek Phase II —Along Library Trail, within Shadow Creek Ranch Development BID NO 1022-04 BID DATE. December 2, 2021 FROM: Qayyum K. Javed,P.E. Project Manager CP&Y,Inc. 11757 Katy Freeway, Ste 1540, Houston, TX 77079 David G Greaney,P.E. Project Engineer Gauge Engineering, LLC 3200 Wilcrest Dr, Ste. 220, Houston, TX 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. a. Project Manual Bid items to be entirely replaced. SPECIFICATIONS No Changes. 2-22-12 00900—Page 1 of 2 CITY OF PEARLAND ADDENDUM CONSTRUCTION DRAWINGS. No Changes. INFORMATION TO BIDDERS- N/A ATTACHMENT(S) 1 Attachment No 1 —BID FORM END OF ADDENDUM NO 1 �a• it * *III • Qnyyum K. laved j DAVID G.GREANEY -o 91849 ict f�I-0% 125563 :� 12)N4.4E t): /CE�NSEO c,t, �i,1QNA� 7 A :j- - / JG 1:1291202.1 f%___ 11/29/2021 For Shadow Creek Ranch Sidewalk For Shadow Creek Trail Phase II- Extension Project ONLY Along Library Trail only Qayyum K. Javed,P.E. David G Greaney,P.E. Project Manager Project Engineer 2-22-12 00900—Page 2 of 2 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 1 TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS 04/2008 CITY OF PEARLAND SUMMARY OF WORK Section 01100 SUMMARY OF WORK 1.1 GENERAL 1.2 SECTION INCLUDES A. A summary of the Work to be performed under this Contract, work by Owner, Owner furnished products, Work sequence, future Work, Contractor's use of Premises, and Owner occupancy 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Work of the Contract is for the construction of: Shadow Creek Ranch Sidewalk Extension Project a. ADA compliant 6 foot wide sidewalks and pedestrian ramps within the Shadow Creek Ranch development. B Work of the Contract is for the construction of: Shadow Creek Phase II — Along Library Trail a. Field locate buried AT&T cable and 30"gas pipeline prior to excavation. b Excavate for and construct a 10-foot-wide, 8-inch-thick trail from Shadow Creek Parkway to Clear Creek. c. Grade on either side of the trail by filling or excavating as needed. d. Install 30 linear feet of 12-inch RCP and a trench drain to maintain drainage in ditches/swales. e. Fill on top of and beside the culverts to elevate the trail above the culverts enough to protect the structural integrity of the culvert to prevent breakage when maintenance vehicles dnve over the trail. f. Relocate the no fishing sign behind the trail. g. Protect all waters with reinforced filter fabric fence. h. Place concrete truck washout area on the east side of the channel as far away as possible to prevent the washout from running off into the channel. C Not all public utility service lines are shown on the drawings. Contractor shall anticipate that such service lines exist. Contractor shall repair them if damaged during construction. No separate pay will be made for repairs. 1.4 WORK BY OWNER A N/A 1.5 OWNER FURNISHED PRODUCTS A N/A 08/2016 01100- 1 of 3 CITY OF PEARLAND SUMMARY OF WORK 1.6 WORK SEQUENCE Shadow Creek Ranch Sidewalk Extension Project: a. i)Prepare Row; ii) Construction Sidewalk and Crosswalks, & iii) Clean up & Restore Site b Contractor to submit project schedule to Engineer and Owner for approval as specified in Section 013550—Submittals. c. Contractor shall coordinate the Work with the Engineering and Owner as specified in Section 01310—Coordination and Meetings. 1.7 WORK SEQUENCE Shadow Creek II—Along Library Tail: a. Lanes shall not be closed. The shoulder may be closed at any time and day Coordinate with Construction Manager prior to any closure. b Shoulder to be open after end of day's work. c. Follow latest TMUTCD for required shoulder closure. d. During non-working hours, fence-off the working area to make it inaccessible. e. Use and coordinate the need for uniformed peace officers as directed,with City of Pearland. f. Contractor to submit project schedule to Engineer& Owner for approval as specified in Section 01350—Submittals. g. Contractor shall coordinate the Work with the Engineer and Owner as specified in Section 01310 - Coordination and Meetings. h. Driveway closure shall be coordinated with Construction Manager and approved by City 1.8 FUTURE WORK A N/A 1.9 CONTRACTOR'S USE OF PREMISES A Comply with procedures for access to the site and Contractor's use of rights-of-way as specified in Section 01140 - Contractor's Use of Premises. B Contractor shall be responsible for all utilities required for construction. 08/2016 01100-2 of 3 CITY OF PEARLAND SUMMARY OF WORK 1.10 OWNER OCCUPANCY A Cooperate with the Owner to minimize conflict, and to facilitate the Owner's operations. Coordinate Contractor's activities with Engineer B Schedule Work to accommodate this requirement. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION-NotUsed END OF SECTION 08/2016 01100-3 of3 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES Section 01140 CONTRACTOR'S USE OF PREMISES 11 GENERAL 1.2 SECTION INCLUDES A General use of the Project Site including properties inside and outside of the limits of construction, work affecting roads, ramps, streets and driveways and notification to adjacent occupants. B References to Technical Specifications 1 Section 01 350—Submittals 2 Section 01730—Cutting&Patching 3 Section 01555—Traffic Control &Regulation 4 Section 01562—Waste Material Disposal 5 Section 01720—Field Surveying 6 Section 02980—Pavement Repair 7 Section 02770—Curbs, Curb & Gutter, &Headers 8 Section 02255 —Bedding, Backfill, & EmbankmentMaterials 9 Section 02922—Sodding 10 Section 02921 —Hydromulch Seeding 1.3 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.4 LIMITS OF CONSTRUCTION A Confine access,operations,and storage areas to limits of construction as shown on the Plans provided by Owner as stipulated in Section 00700 — General Conditions of Agreement; trespassing on abutting lands or other lands in the area is not allowed. B Contractor may make arrangements,at Contractor's cost,for temporary use of private properties,in which case Contractor and Contractor's surety shall indemnify and hold harmless the Owner against claims or demands arising from such use of properties outside of the limits of construction. 1 Improvements to private properties made for the Contractor's use mustbe removed upon completion of the Work. a. No fill material may be placed in temporary work areas or on adjacent private properties without the written permission of the Engmeer or the issuance of a Fill Permit by the City of Pearland or other governing entity C Restrict total length which materials may be distributed along the route of the construction at any one time to 1,000 linear feet unless otherwise approved by Engineer 01/2018 01140- 1 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.5 PROPERTIES OUTSIDE OF LIMITS OF CONSTRUCTION A If Contractor's means and methods require the acquisition of Temporary Construction Easements or any access to private property not already included in the above, such access and documentation along with any costs involved shall be the responsibility of the Contractor B Altering the condition of properties adjacent to and along the limits of construction will not be permitted unless authorized by the Engineer and property owner(s) as noted above C Means,methods,techniques,sequences,or procedures which will result in damage to properties or improvements in the vicinity outside of the limits of construction will not be permitted without temporary or permanent easements as determined by the Engineer D Any damage to properties outside of the limits of construction shall be repaired or replaced to the satisfaction of the Engineer and at no cost to the Owner E Contractor shall protect or replace all property corners,monuments or other demarcations disturbed, damaged or lost as a result of his activities. The replacement of these devices shall be properly documented to the satisfaction of the City by a Registered Public Land Surveyor with copies delivered to the Owner or private property owner 1.6 USE OF SITE A Obtain approvals of governing authorities prior to impeding or closing public roads or streets. Do not close consecutive intersections simultaneously B Notify Engineer 48 hours prior to closing a street or a street crossing. Permits for street closures are required in advance and are the responsibility of the Contractor C Maintain access for emergency vehicles including access to fire hydrants. D Avoid obstructing drainage ditches or inlets,when obstruction is unavoidable due to requirements of the Work, provide grading and temporary drainage structures to maintain unimpeded flow E Locate and protect private lawn sprinkler systems which may exist on rights-of-ways within the Project Site. Repair or replace damaged systems to condition equal to or better than that existing at start of the Work. F When required by the Work, cutting, patching, and fitting of Work to existing facilities,accommodating installation or connection of Work with existing facilities,or uncovering Work for access, inspection, or testing shall be performed in accordance with Section 01730—Cutting &Patching. G Fires are not permitted on the Project Site. 01/2018 01140-2 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.7 NOTIFICATION TO ADJACENT OCCUPANTS A Notify individual occupants in areas to be affected by the Work of the proposed construction and time schedule Notification shall be 24 hours,72 hours and 2 weeks prior to work being performed within 200 feet of the homes orbusinesses. B Include in notification names and telephone numbers of two representatives for resident contact,who will be available on 24-hour call. Include precautions which will be taken to protect private property and identify potential access or utility inconvenience or disruption. C Submit proposed notification to Engineer for approval. Consideration shall be given to the ethnicity of the neighborhood where English is not the dominant language. Notice shall be in an understandable language. 1.8 EXCAVATION IN STREETS AND DRIVEWAYS A Avoid hindering or needlessly inconveniencing public travel on a street or any intersecting alley or street for more than two blocks at any one time, except by permission of the Engineer B Obtain the Engineer's approval when the nature of the Work requires closing of an entire street. Permits required for street closure are the Contractor's responsibility Avoid unnecessary inconvenience to abutting property owners. C Remove surplus materials and debris and open 1000 feet or less for public use as work in that block is complete. D Acceptance of any portion of the Work will not be based on return of street to public use. E Avoid obstructing driveways or entrances to private property F Provide temporary crossing or complete the excavation and backfill in one continuous operation to minimize the duration of obstruction when excavation is required across drives or entrances. G Provide barricades and signs in accordance with Section 01555 —Traffic Control & Regulation. 1.9 CLEAN-UP A Maintain Project Site in a neat and orderly manner B Perform daily clean-up in and around construction zone of dirt,debns,scrap materials, other disposable items. C Leave streets, driveways, and sidewalks broom-clean or its equivalent at the end of each work day D Promptly remove barriers,signs,and components of other control systems that are no 01/2018 01140-3 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES longer being utilized. E Dispose of waste and excess materials in accordance with requirements of Section 01562—Waste Material Disposal. 1.10 RESTORATION A Restore damaged permanent facilities to pre-construction conditions unless replacement or abandonment of facilities is indicated on the Plans. B Repair/Replace removed or damaged pavement in accordance with Section 02980— Pavement Repair and removed or damaged curbs,gutters,and headers in accordance with Section 02770 — Curbs, Curb & Gutter, & Headers. Repair/Replace with like materials to match existing style, Imes, grades, etc , unless otherwise directed by Engineer C Repair turf areas which become damaged by Contractor's operations at no additional cost to Owner D Level with bank sand or topsoil, conforming to Section 02255 —Bedding, Backfill,& Embankment Materials, as approved by the Engineer E Provide sodding in areas of residential land use over the surface of ground disturbed during construction and not paved, or not designated to be paved, in accordance with Section 02922—Sodding. Use only block sodding; do not use spot sodding or sprigging. F Provide hydromulch seeding in areas of commercial, industrial or undeveloped land use over the surface of ground disturbed during construction and not paved, or not designated to be paved,in accordance with Section 02921 —Hydromulch Seeding. G Water and level newly sodded areas with adjoining turf using steel wheel rollers appropriate for sodding 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 01/2018 01140-4 of 4 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES Section 01200 MEASUREMENT AND PAYMENT PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for measurement and payment of Work. B Conditions for nonconformance assessment and nonpayment for rejected products. C References to Technical Specifications. See Bid Proposal Sheet D Reference Standards 1 Concrete Reinforcing Steel Institute (CRSI) 2. American Institute of Steel Construction (AISC) 1.02 AUTHORITY A Units and methods delineated in this Section are intended to complement the criteria of the Technical Specifications and Section 00300—Bid Proposal. B In the event of conflict, the unit specified for Bid Items in Section 00300 — Bid Proposal shall govern. C Measurements and quantities submitted by the Contractor will be verified by the Engineer D Contractor shall provide necessary equipment, workers, and survey personnel as required by Engineer to verify quantities. 1.03 UNIT QUANTITIES SPECIFIED A Quantity and measurement estimates stated in Section 00300—Bid Proposal are for contract purposes only Quantities and measurements supplied or placed in the Work, authorized and verified by Engineer shall determine payment as stated in Section 00700—General Conditions of Agreement. B If the actual Work requires greater or lesser quantities than those quantities indicated in Section 00300 — Bid Proposal, provide the required quantities at the unit prices contracted except as otherwise stated in Section 00700 — General Conditions of Agreement or in executed Change Order 1.04 MEASUREMENT OF QUANTITIES A Measurement by Weight: Reinforcing steel, rolled or formed steel or other metal shapes will be measured by CRSI or AISC Manual of Steel Construction weights. Welded assemblies will be measured by CRSI or AISC Manual of Steel Construction or scale weights. 05/2007 01200- 1 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES B Measurement by Volume: 1 Stockpiles. Measured by cubic dimension'using mean length, width, and height or thickness. 2. Excavation and Embankment Materials Measured by cubic dimension using the average end area method. C Measurement by Area. Measured by square dimension using mean length and width or radius. D Linear Measurement: Measured by linear dimension, at the item centerline or mean chord. E Stipulated Price Measurement: By unit designated in the agreement. F Other Items measured by weight, volume, area, or lineal means or combination, as appropnate, as a completed item or unit of the Work. 1.05 PAYMENT A Payment includes full compensation for all required supervision,labor,products,tools, equipment,plant,transportation,services,and incidentals,and erection,application or installation of an item of the Work; and Contracto'r's overhead and profit. The price bid shall include the total cost for required Work., Claims for payment as Unit Price Work not specifically covered in Section 00300—'Bid Proposal will not be accepted. B Progress Payments for Unit Price Work will be based on the Engineer's observations and evaluations of quantities incorporated in the Work multiplied by the unit price. C Progress Payments for Lump Sum Work will be based on the Engineer's observations and evaluations of the percentage of quantities included in the schedule of values incorporated in the Work. D Final Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities determined by Engineer multiplied by the unit price for Work which is incorporated in or made necessary by the Work. 1.06 NONCONFORMANCE ASSESSMENT A Remove and replace the Work, or portions of the Work, not conforming to the Contract Documents. B If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct one of the following remedies. 1 The nonconforming Work will remain as is, but the unit price will be adjusted to a lower price at the discretion of the Engineer 2. The nonconforming Work will be modified as authorized by the Engineer, and the unit price will be adjusted to a lower price at the discretion of the Engineer, if the modified Work is deemed to be less suitable than originally specified. 05/2007 01200-2 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES C Individual Technical Specifications may modify these options or may identify a specific formula or percentage price reduction. D The authority of the Engineer to assess the nonconforming Work and identify payment adjustment is final. 1.07 NONPAYMENT FOR REJECTED PRODUCTS A Payment will not be made for any of the following: 1 Products wasted or disposed of in a manner that is not acceptable to Engineer 2. Products determined as nonconforming before or after placement. 3 Products not completely unloaded from transporting vehicle. 4 Products placed beyond the lines and levels of the required Work. 5 Products remaining on hand after completion of the Work, unless specified otherwise. 6. Loading, hauling, and disposing of rejected products. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 05/2007 01200-3 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURE SECTION 01200S MEASUREMENT AND PAYMENT PROCEDURE The following supplement modifies Section 01200— Measurement and Payment Procedure Where a portion of the Specification is modified or deleted by this Supplementary Specification, the unaltered portions of the Specification shall remain in effect. Insert the following paragraph 1 08 MEASUREMENT AND PAYMENT FOR PROJECT SPECIFIC ITEMS A. Pay Item No 4 — Grading, Including Necessary Fill to Bring Sidewalk to Proposed Surface Elevation Payment is measured per linear foot. Payment includes all labor, backfill materials, excavation, filling, grading, disposal, appurtenances, and equipment required to regrade the exist ground to accommodate the new sidewalk construction and maintain positive drainage B Pay Item No 9 - Galvanized Metal Plate Trench Drain Payment is on a per each basis, complete in place Payment includes all labor, equipment, materials, and appurtenances required to construct the proposed design C Pay Item No 11 —Concrete Truck Washout Structures Payment is on a lump sum basis for the duration of the project. Payment shall include and be full compensation for all labor, equipment, materials, supervision and for all incidental expenses for the installation, relocation, and removal of concrete washout structures, complete in place D Pay Item No 16—Additional Grading Payment is on a square yard basis. Payment includes all labor, backfill materials, excavation, filling, grading, disposal, appurtenances, and equipment required to regrade the exist ditch/ground to match the proposed design END OF SECTION 01200S - 1 02-08-2021 CITY OF PEARLAND CHANGE ORDER PROCEDURES Section 01290 CHANGE ORDER PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for processing Change Orders, including: 1 Assignment of a responsible individual for approval and communication of changes in the Work; 2. Documentation of change in Contract Pnce and Contract Time; 3 Change procedures, using proposals and construction contract modifications, Work Change Directive, Stipulated Price Change Order, Unit Price Change Order, Time and Materials Change Order; 4 Execution of Change Orders, 5 Correlation of Contractor Submittals. B References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01760—Project Record Documents C Other References 1 Rental Rate Blue Book for Construction Equipment(Data Quest Blue Book) Rental Rate is defined as the full unadjusted base rental rate for the appropriate item of construction equipment. 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 RESPONSIBLE INDIVIDUAL A Contractor shall provide a letter indicating the name and address of the individual authorized to execute change documents, and who shall also be responsible for informing others in Contractor's employ and Subcontractors of changes to the Work. The information shall be provided at the Preconstruction Conference. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME A Provide full information required for identification and evaluation of proposed changes, and to substantiate costs of proposed changes in the Work. B Contractor shall document each Proposal for Change in cost or time with sufficient data to allow for its evaluation. 02/2008 01290- 1 of 4 I CITY OF PEARLAND CHANGE ORDER PROCEDURES C Proposal for Change shall include, as a minimum, the following information as applicable. 1 Original Quantities of items in Section 00300—Bid Proposal with additions, reductions, deletions, and substitutions. 2. When Work items were not included in Section 00300—Bid Proposal, Contractor shall provide unit prices for the new items, with supporting information as required by the Engineer 3 Justification for any change in Contract Time. 4 Additional data upon request. D For changes in the Work performed on a time-and-material basis, the following additional information may be required. 1 Quantities and description of products and equipment. 2. Taxes, insurance and bonds. 3 Overhead and profit as noted in Section 00700—General Conditions of Agreement, 7 03 "Extra Work" 4 Dates and times work was performed, and by whom. 5 Time records and certified copies of applicable payrolls. 6. Invoices and receipts for products, rented equipment, and subcontracts, similarly documented. E Rented equipment will be paid to the Contractor by actual invoice cost for the duration of time required to complete the extra work. If the extra work comprises only a portion of the rental invoice where the equipment would otherwise be on the site,the - Contractor shall compute the hourly equipment rate by dividing the actual monthly invoice by 176. (One day equals 8 hours and one,week equals 40 hours.) Operating costs shall not exceed the estimated operating cost'§given for the item of equipment in the Blue Book. F For changes in the work performed on a time-and-materials basis using Contractor- owned equipment, compute rates with the Blue Book as follows. 1 Multiply the appropriate Rental Rate by an adjustment factor of 70 percent plus the full rate shown for operating costs. The Rental Rate utilized shall be the lowest cost combination of hourly, daily, weekly or monthly rates. Use 150 percent of the Rental Rate for double shifts (one extra shift per day) and 200 percent of the Rental Rate for more than two shifts per day No other rate adjustments shall apply 2. Standby rates shall be 50 percent of the appropriate Rental Rate shown in the Blue Book. Operating costs will not be allowed. 1.05 CHANGE PROCEDURES A Changes to Contract Price or Contract Time can only be made by issuance of a Change Order Issuance of a Work Change Directive or written acceptance by the Engineer of changes will be formalized into Change Orders. All such changes will be in accordance with the requirements of Section 00700 — General Conditions of Agreement, 7 01 "Change Orders" 02/2008 01290-2 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES B The Engineer will advise Contractor of Minor Changes in the Work not involving an adjustment to Contract Price or Contract Time as authorized by Section 00700 — General Conditions of Agreement, 7 02 "Minor Changes", by issuing supplemental instructions. C Contractor may request clarification of Plans, Technical Specifications or Contract Documents or other information. Response by the Engineer to a Request for Information does not authorize the Contractor to perform tasks outside the scope of the Work. All changes must be authorized as described in this Section. 1.06 PROPOSALS FOR CHANGE AND CONTRACT MODIFICATION A The Engineer may issue a Request for Proposal,which includes a detailed description of a proposed change with supplementary or revised Plans and Technical Specifications.The Engineer may also request a proposal in the response to a Request for Information. Contractor will prepare and submit its Proposal for Change within 7 days or as specified in the request. B The Contractor may propose an unsolicited change by submitting a Proposal for Change to the Engineer describing the proposed change and its full effect on the Work, with a statement describing the reason for the change and the effect on the Contract Pnce and Contract Time including full documentation. 1.07 WORK CHANGE DIRECTIVE A Engineer may issue a signed Work Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order B The document will describe changes in the Work and will designate a method of determining any change in Contract Price or Contract Time. C Contractor shall proceed promptly to execute the changes in the Work in accordance with the Work Change Directive. 1.08 STIPULATED PRICE CHANGE ORDER A A Stipulated Price Change Order will be based on an accepted Proposal for Change including the Contractor's lump sum price quotation. 1.09 UNIT PRICE CHANGE ORDER A Where Unit Prices for the affected items of the Work are included in Section 00300- Bid Proposal , the Unit Price Change Order will be based on unit prices as originally bid, subject to provisions of Section 00700—General Conditions of Agreement. B Where unit prices of the Work are not pre-determined in Section 00300 — Bid Proposal, Work Change Directive or accepted Proposal for Change will specify the unit prices to be used. 02/2008 01290-3 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES 1.10 TIME-AND-MATERIAL CHANGE ORDER A Contractor shall provide an itemized account and supporting data after completion of change,within time limits indicated for claims in Section 00700—General Conditions of Agreement. B Engineer will determine the change allowable in Contract Price and Contract Time as provided in Section 00700—General Conditions of Agreement. C Contractor shall maintain detailed records of work[lone on time-and-material basis as specified in this Section, 1 04 "Documentation of Change in Contract Price. and Contract Time" D Contractor shall provide full information required for evaluation of changes,and shall substantiate costs for changes in the Work. 1.11 EXECUTION OF CHANGE DOCUMENTATION A Engineer will issue Change Orders, Work Change Directives, or accepted Proposals for Change for signatures of parties named in Section 00500 — Standard Form of Agreement. 1.12 CORRELATION OF CONTRACTOR SUBMITTALS A For Stipulated Price Contracts, Contractor shall promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. B For Unit Price Contracts,the next monthly Application for Payment of the Work after acceptance of a Change Order will be revised to include any new items not previously included and the appropriate unit rates. C Contractor shall promptly revise progress schedules to reflect any change in Contract Time, and shall revise schedules to adjust time for other items of work affected by the change, and resubmit for review D Contractor shall promptly enter changes to the on site and record copies of the Plans, Technical Specifications or Contract Documents as required in Section 01760 — Project Record Documents. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01290-4 of 4 CITY OF PEARLAND COORDINATION AND MEETINGS Section 01310 COORDINATION AND MEETINGS 1.0 GENERAL 1.01 SECTION INCLUDES A Section includes general coordination including Preconstruction Conference, Site Mobilization Conference, and Progress Meetings. B References to Technical Specifications. 1 Section 01100—Summary of Work 1.02 RELATED DOCUMENTS A Coordination is required throughout the documents. Refer to all of the Contract Documents and coordinate as necessary 1.03 ENGINEER AND REPRESENTATIVES A The Engineer may act directly or through designated representatives as defined in Section 00700 — General Conditions of Agreement, 1 01 "Owner, Contractor, and Engineer", and as identified by name at the Preconstruction Conference. 1.04 CONTRACTOR COORDINATION A Coordinate scheduling,submittals,and work of the various Technical Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B Coordinate completion and clean up of the Work for Substantial Completion and for portions of the Work designated for Owner's partial occupancy C Coordinate access to Project Site for correction of nonconforming work to minimize disruption of Owner's activities where Owner is in partial occupancy 1.05 PRECONSTRUCTION CONFERENCE A Engineer will schedule a Preconstruction Conference. B Attendance Required. Engineer's representatives,Consultants,Contractor,and major Subcontractors. C Agenda. 1 Distribution of Contract Documents. 2. Designation of personnel representing the parties to the Contract, and the Consultant. 3 Review of insurance. 02/2008 01310- 1 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS 4 Discussion of formats proposed by the Contractor for Schedule of Values, and Construction Schedule. 5 Discussion of required Submittals, including, but not limited to, Work Plans, Traffic Control Plans, Safety Programs, Construction Photographs. 6. Procedures and processing of Shop Drawiongs and other submittals, substitutions, Applications for Payment, Requests for Information, Request for Proposal, Change Orders, and Contract Closeout. 7 Scheduling of the Work and coordinationlwith other contractors. 8 Review of Subcontractors. 9 Appropriate agenda items listed in this Section, 1 06 "Site Mobilization Conference", when Preconstruction Conference and Site Mobilization Conference are combined. 10 Procedures for testing. 11 Procedures for maintaining Project Record Documents. 12. Designation of the individual authorized to execute change documents and their responsibilities. 13 Discussion of requirements of a Trench Safety Program. 1.06 SITE MOBILIZATION CONFERENCE A When required by Section 01100—Summary of VYork,Engineer will schedule a Site Mobilization Conference at the Project Site priortto Contractor occupancy B Attendance Required. Engineer representatives, Consultants, Contractor's Superintendent, and major Subcontractors. C Agenda. 1 Use of premises by Owner and Contractor 2. Safety and first aid procedures 3 Construction controls provided by Owner 4 Temporary utilities 5 Survey and layout 6. Security and housekeeping procedures 1.07 PROGRESS MEETINGS A Progress Meetings shall be held at Project Site or other location as designated by the Engineer Meeting shall be held at monthly intervals, or more frequent intervals if directed by Engineer B Attendance Required. Job superintendent, major Subcontractors and suppliers, Engineer representatives, and Consultants as appropriate to agenda topics for each meeting. C Engineer or City's representative will make arrangements for meetings,and recording minutes. } D Engineer or City's representative will prepare the agenda and preside at meetings. 02/2008 i 01310-2 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS E Contractor shall provide required information and be prepared to discuss each agenda item. F Agenda. 1 Review minutes of previous meeting. , 2. Review of Construction Schedule, Applications for Payment, payroll and compliance submittals. 3 Field observations, problems, and decisions. 4 Identification of problems which impede planned progress. 5 Review of Submittal Schedule and status of submittals. 6. Review status of Requests for Information, Requests for Proposal. 7 Review status of Change Orders. 8 Review of off-site fabrication and delivery schedules. 9 Maintenance of updates to Construction Schedule. 10 Corrective measures to regain projected schedules. 11 Planned progress during succeeding work period. 12. Coordination of projected progress. 13 Maintenance of quality and work standards. 14 Effect of proposed changes on Construction Schedule and coordination. 15 Other items relating to the Work. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01310-3 of 3 CITY OF PEARLAND SUBMITTALS Section 01350 f SUBMITTALS 1.0 GENERAL This Section contains general lists of Submittals and Technical Specifications that may be required for the Work. When Submittals are required elsewhere in these Technical Specifications, refer to this Section for Submittal requirements and procedures. 1.01 SECTION INCLUDES A Submittal procedures for 1 Schedule of Values 2. Construction Schedules 3 Shop Drawings, Product Data, and Samples 4 Operations and Maintenance Data 5 Manufacturer's Certificates 6. Construction Photographs 7 Project Record Documents 8 Design Mixes B References to the following Technical Specifications 1 Section 01310—Coordination &Meetings 2. Section 01630—Product Options & Substitutions 3 Section 01100—Summary of Work 4 Section 01380—Construction Photographs 5 Section 01760—Project Record Documents 6. Section 02530—Gravity Sanitary Sewers 1.02 SUBMITTAL PROCEDURES A Scheduling and Handling 1 Schedule Submittals well in advance of the need for material or equipment for construction. Allow time to make delivery of material or equipment after Submittal is approved. 2. Develop a Submittal Schedule that allows sufficient time for initial review, correction,resubmission and final review of all submittals.The Engineer will review and return submittals to the Contractor as expeditiously as possible but the amount of time required for review will vary depending on the complexity and quantity of data submitted. In no case will a Submittal Schedule be acceptable which allows less than 30 days for initial review by the Engineer This time for review shall in no way be justification for delays or additional compensation to the Contractor 3 The Engineer's review of submittals covers conformity to the Plans,Technical Specifications, and dimensions which affect the layout. The Contractor is responsible for quantity determination. The Contractor is responsible for any errors, omissions or deviations from the Contract requirements, review of 01/2008 01350- 1 of 6 CITY OF PEARLAND SUBMITTALS submittals in no way relieves the Contractor from his obligation to furnish required items according to the Plans and Technical Specifications. 4 Submit 5 copies of documents unless otherwise specified in this Section or by individual Technical Specifications. 5 Revise and resubmit submittals as required. Identify all changes made since previous submittal. 6. The Contractor shall assume the risk for:,material or equipment which is fabricated or delivered prior to approval. No material or equipment shall be incorporated into the Work or included in Applications for Payment until approval has been obtained in the specified manner B Transmittal Form and Numbering 1 Transmit each submittal to the Engineer with a transmittal form. 2. Sequentially number each transmittal formibeginning with the number 1 Re- Submittals shall use the original number with an alphabetic suffix(i.e.,2A for first Re-Submittal of Submittal 2 or 15C for third Re-Submittal of Submittal 15) Each submittal shall only contain, one type of work, material, or equipment. Mixed submittals will not be accepted. 3 Identify variations from requirements of Contract Documents and identify product or system limitations. 4 For submittal numbering of video tapes, see this Section, 1 10 "Video" C Contractor's Certification 1 Each submittal shall contain a statement or stamp signed by the Contractor, certifying that the items have been reviewed in detail and are correct and in accordance with Contract Documents, except as noted by any requested variance. 1.03 SCHEDULE OF VALUES A Submit a Schedule of Values at least 10 days prior to the first Application for Payment. A Schedule of Values shall be provided for each of the items indicated as Lump Sum (LS) in Section 00300 — Bid Proposal for which the Contractor requests to receive Progress Payments. B Schedule of Values shall be typewritten on 8-1/2"x 11",plain bond,white paper Use the Table of Contents of this Project Manual as a format for listing costs of Work by Section. C Round off figures for each listed item to the nearest $100 00 except for the value of one item, if necessary, to make the total price for all items listed in the Schedule of Values equal to the applicable Lump Sum in Section 00300—Bid Proposal. D For Unit Price Contracts, items should include a proportional share of Contractor's overhead and profit, such that the total of all items listed in the Schedule of Values equals the Contract amount. For Stipulated Price Contracts,Mobilization,Bonds,and Insurance may be listed as separate items in the Schedule of Values. 01/2008 01350-2 of 6 CITY OF PEARLAND SUBMITTALS E For Lump Sum equipment items, where Submittals for Testing, Adjusting, and Balancing Reports in conjunction with Operation and Maintenance Data are required, include a separate item for equipment Operation and Maintenance Data Submittals and a separate item for Submittals of equipment Testing, Adjusting, and Balancing Reports, each valued at five (5) percent of the Lump Sum. F Revise the Schedule of Values and resubmit for items affected by contract modifications,Change Orders,and Work Change Directives. Submit revised Schedule of Values 10 days prior to the first Application for Payment after the changes are approved by the Engineer 1.04 CONSTRUCTION SCHEDULES A Submit Construction Schedules for the Work in accordance with the requirements of this Section. The Construction Schedule Submittal shall be,at a minimum,a bar chart, (computer generated or prepared manually) and a narrative report. B During the Preconstruction Meeting, as noted in Section 01310 - Coordination and Meetings, the Contractor shall provide a sample of the format to be used for the Construction Schedule Submittal. The format is subject to approval by the Engineer Review of the Submittal will be provided within 7 days of the Submittal of the sample. C Within 7 days of the receipt of approval of the Contractor's format, or 14 days of the Notice to Proceed, whichever is later, the Contractor shall submit a proposed Construction Schedule for review The Construction Schedule Submittal shall meet the following requirements. 1 The Construction Schedule shall usually include a total of at least 20 but not more than 50 activities. Fewer activities may be accepted, if approved by the Engineer 2. For Projects with work at different physical locations,each location should be indicated separately within the Construction Schedule. 3 For projects with multiple crafts or significant subcontractor components,these elements should be indicated separately within the Construction Schedule. 4 For Projects with multiple types of tasks within the scope,these types of work should be indicated separately within the Construction Schedule. 5 For Projects with significant major equipment items or materials worth over 25 percent of the Total Contract Price, the Construction Schedule shall indicate dates when these items are to be purchased,when they are to be delivered,and when installed. 6. For Projects where operating plants are involved, each period of work which will require the shut down of any process or operation shall be identified in the Construction Schedule and must be agreed to by the Engineer prior to starting work in the area. 7 A Billing Schedule(tabulation of the estimated monthly billings)for the Work shall be prepared and submitted by the Contractor with the first Construction Schedule. This information is not required in the monthly updates, unless significant changes in Work require re-submittal of the Construction Schedule for review The total for each month and a cumulative total will be indicated. 01/2008 01350-3 of 6 CITY OF PEARLAND SUBMITTALS These monthly forecasts are only for planning purposes of the Engineer Monthly payments for actual work completed will be made by the Engineer in accordance with Section 00700- General Conditions of Agreement. D The Contractor must receive approval of the Engineer for the Construction Schedule and Billing Schedule prior to the first monthly Application for Payment. No payment will be made until these are accepted. E Upon written request from the Engineer, the Contractor shall revise and submit for approval all or any part of the Construction Schedule to reflect changed conditions in the Work or deviations made from the original plan and schedule. F The Contractor's Construction Schedule shall thereafter be updated with the Actual Start and Actual Finish Dates, Percent Complete, and Remaining Duration of each Activity and submitted monthly The date to be used in updating the monthly Construction Schedule shall be the same Date as is used in the monthly Application for Payment. This monthly update of the Construction Schedule shall be required before the monthly Application for Payment will be processed for payment. G The narrative Construction Schedule Report shall include a descnption of changes made to the Construction Schedule, Activities+Added to the Construction Schedule; Activities Deleted from the Construction Schedule, any other changes made to the Construction Schedule other than the addition of Actual Start Dates and Actual Finish Dates and Remaining Durations. f 1.05 SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES A Shop Drawings 1 Submit Shop Drawings for review as required by the Technical Specifications. 2. Contractor's Certification, as described 'in this Section, 1 02 "Submittal Procedures" shall be placed on each Shop Drawing. 3 The Shop Drawing shall accurately and distinctly present the following: a. Field and erection dimensions clearly identified as such. b Arrangement and section views. c. Relation to adjacent materials for structure including complete information for making connections between work under this Contract and work under other contracts. d. Kinds of materials and finishes. e. Parts list and descriptions. f. Assembly Shop Drawings of equipment components and accessones showing their respective positions and relationships to the complete equipment package. g. Where necessary for clarity, identify details by reference to sheet numbers and detail numbers, schedule or room numbers as shown on the Plans. 4 Shop Drawing Drawings shall be to scale,and shall be a true representation of the specific equipment or item to be furnished. 01/2008 01350-4 of 6 CITY OF PEARLAND SUBMITTALS B Product Data 1 Submit Product Data for review when required in individual Technical Specifications. 2. Contractor's Certification, as described in this Section, 1 02 "Submittal Procedures" shall be placed on each data item submitted. 3 Mark each copy to identify applicable products,models,options to be used in this Project. Supplement manufacturers'standard data to provide information unique to this Project, where required by the Technical Specification. 4 For products specified only by reference standard,submit manufacturer,trade name, model or catalog designation, and applicable reference standard. 5 For Approved Products, those designated in the Technical Specifications followed by the words"or approved equal",submit manufacturer,trade name, model or catalog designation, and applicable reference standard. 6 For products proposed as alternates to Approved Products, refer to Section 01630-Product Options and Substitutions, 1 04"Selection Options"and 1.07 "Substitution Procedures" 7 For products that are neither Pre-Approved, Approved, specified only by reference standard, nor proposed as alternates, submit product description, trade name, manufacturer, and supplier Contractor shall provide additional information upon written request by Engineer or Owner C Samples 1 Submit samples for review as required by the Technical Specification. 2. Contractor's Certification, as described in this Section, 1 02 "Submittal Procedures", shall be placed on each sample or a firmly attached sheet of paper 3 Submit the number of samples specified in the Technical Specification,one of which will be retained by the Engineer 4 Reviewed samples which may be used in the Work are identified in the Technical Specifications. 1.06 OPERATIONS AND MAINTENANCE DATA A When specified in Technical Specification,submit manufacturers'printed instructions for delivery, storage, assembly, installation, start-up, operation, adjusting, finishing, and maintenance. B Contractor's Certification, as described in this Section. 1 02"Submittal Procedures", shall be placed on front page of each document. C Identify conflicts between manufacturers'instructions and Contract Documents. 1.07 MANUFACTURER'S CERTIFICATES A When specified in Technical Specification, submit manufacturers' certificate of compliance for review by Engineer B Contractor's Certification, as described in this Section, 1 02"Submittal Procedures", shall be placed on front page of the certificate. 01/2008 01350-5 of 6 CITY OF PEARLAND SUBMITTALS C Submit supporting reference data, affidavits, and certifications as appropriate. D Manufacturer's Certificates may be recent or previous test results on material or product, but must be acceptable to Engineer 1.08 CONSTRUCTION PHOTOGRAPHS A Submit photographs in accordance with Section 01380—Construction Photographs. 1 Prints. Prepare 2 prints of each view and submit 1 print directly to the City's Representative within 7 days of taking photographs. One print shall be retained by the Contractor and made available at all times for reference on the job site. B PRECONSTRUCTION PHOTOGRAPHS 1 Prior to the commencement of any construction,take digital color photographs on the entire route of the project 2. Photographs. Two prints, color, matte finish, 3 x 5 inch size, mounted on 81/2 x 11-inch soft card stock, with left edge binding margin for three hole punch, or in plastic pockets in three-ring notebook. 3 Th photographs shall show. a. Date photographs were taken b Location of the photograph, house number and street name. (This information may be shown on a chalk board in the photograph by a label on the mountings.) 4 Photographs should show the condition of the following a. Esplanades and boulevards b Yards (near, side and far side of street) c. Housewalk, sidewalk and driveway; curb d. Area between walk and curb 1) Particular features(yard lights, shrubs, fences, trees, etc.) 2) Landscaping and decorative features. C POST CONSTRUCTION PHOTOGRAPHS 1 On completion of construction, provide photographs of any public or private property which has been repaired or restored and any damage which is or may be the subject of complaints. 1.09 PROJECT RECORD DOCUMENTS A Submit Project Record Documents in accordance with Section 01760—Project Record Documents. 1.10 VIDEO A Submit television video in DVD format as required in individual Technical Specifications. B Transmittal forms for video disks shall be numbered sequentially beginning with TO1, T02, T03, etc. 01/2008 i 01350-6 of 6 CITY OF PEARLAND SUBMITTALS 1.11 DESIGN MIXES A When specified, submit design mixes for review B Contractor's Certification, as described in this Section, 1 02"Submittal Procedures", shall be placed on front page of each design mix. C Mark each design mix to identify proportions,gradations,and additives for each class and type of design mix submitted. Include applicable test results on samples for each mix. D Maintain a copy of approved design mixes at mixing plant. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 01/2008 01350-7 of 6 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS Section 01380 CONSTRUCTION PHOTOGRAPHS 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for construction photographs and submittals. B References Technical Specifications. 1 Section 01100—Summary of Work 2. Section 01350—Submittals 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Construction Photographs under this Section. Include cost in Bid Items for installed Work. 1.03 SUBMITTALS A When required by Section 01100 — Summary of Work, submit photographs in accordance applicable provisions of this Section. B Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. C Prepare three(3)prints of each view and submit two (2) prints directly to the Project Manager within seven(7) days of taking photographs. One(1)print shall be retained by the Contractor in the field office at the Project Site and available at all times for reference. D When requested by the Project Manager, the Contractor shall submit extra prints of photographs, for distribution directly to designated parties who will pay the costs for the extra prints directly to the photographer E When required by individual Sections, submit photographs taken prior to start of the Work to show original Project Site conditions. F When required by Contract Documents, submit photographs with Application for Payment. G When required by individual Sections,submit photographs taken following completion of the Work to show the condition in which the Project Site will be left. H With each submittal,include photographic negatives in protective envelopes,identified by Project Name, Contractor, and date photographs were taken. 01/2008 01380- 1 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 1.04 QUALITY ASSURANCE A Contractor shall be responsible for the timely execution of the photographs, their vantage point, direction of shot, and quality 2.0 PRODUCTS 2.01 PHOTOGRAPHS A Photographs shall be digital quality and shall be submitted on a CD I B The photographs shall show on a non-elective chalkboard or white board,readable in the photograph. 1 Job number 2. Date and time photographs were taken. 3 Location of the photograph, house number'and street, along with the project number C Indicate the condition of the following: 1 Esplanades and boulevards. 2. Yards (near side and far side of street) 3 House-walk and sidewalk. 4 Curb 5 Area between walk and curb 6. Particular features (yard lights, shrubs, fence, trees, etc.) 7 Date shall be on negative. 8 Provide notation of vantage point marked for location and direction of shot on a key plan of the Project Site. D Sufficient number of photographs shall be taken to show the existence or non- existence of cracked concrete and the condition of trees, shrubs and grass. E Identify each photograph with an applied label or'rubber stamp on the back with the following information. 1 Name of the Project. 2. Name and address of the photographer (if a professional photographer is used) 3 Name of the Contractor 4 Date the photograph was taken. 5 Photographs to be in plastic pockets and bound in three -ring notebook for easy access and viewing. 3.0 EXECUTION 3.01 PRECONSTRUCTION PHOTOGRAPHS A Prior to the commencement of the Work, take photographs of the entire route of the Project Site. 01/2008 I 01380-2 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 3.02 POST-CONSTRUCTION PHOTOGRAPHS A Following the completion of the Work,take photographs from corresponding vantage points and direction of shots. 3.03 PROGESS PHOTOGRAPHS A Take photographs at intervals, coinciding with the cutoff date associated with each Application for Payment and submit on CD with monthly Application for Payment. B Select the vantage points for each shot each month to best show the status of construction and progress since the last photographs were taken. Take not less than two (2) shots from the same vantage point creating a time-lapsed sequence. C Follow direction when given by the Project Manager in selecting vantage points. END OF SECTION 01/2008 01380-3 of 3 CITY OF PEARLAND REFERENCED STANDARDS Section 01420 REFERENCED STANDARDS 1.0 GENERAL 1.01 SECTION INCLUDES A General quality assurance as related to Reference Standards and a list of references. B References to Technical Specifications. None 1.02 QUALITY ASSURANCE A For Products or workmanship specified by association, trade, or Federal Standards comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B Conform to reference standard by date of issue current on the date as stated in Section 00700—General Conditions of Agreement. C Request clarification from Engineer before proceeding should specified reference standards conflict with Contract Documents. 1.03 SCHEDULE OF REFERENCES AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N W Washington, DC 20001 ACI American Concrete Institute P O Box 19150 Reford Station Detroit, MI 48219-0150 AGC Associated General Contractors of America 1957 E Street, N W Washington, DC 20006 AI Asphalt Institute Asphalt Institute Building College Park, MD 20740 AITC American Institute of Timber Construction 333 W Hampden Avenue Englewood, CO 80110 02/2008 01420- 1 of 5 CITY OF PEARLAND ;REFERENCED STANDARDS AISC American Institute of Steel Construction 400 North Michigan Avenue, Eighth Floor Chicago, IL 60611 AISI American Iron and Steel Institute 1000 16th Street, N W Washington, DC 20036 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 ANSI American National Standards Institute 1430 Broadway New York,NY 10018 APA American Plywood Association Box 11700 Tacoma, WA 98411 API American Petroleum Institute 1220 L Street, N W Washington, DC 20005 AREA American Railway Engineering Association 50 F Street, N W Washington, DC 20001 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWPA American Wood-Preservers' Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society PO Box 35104 Miami, FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 02/2008 01420-2 of 5 CITY OF PEARLAND REFERENCED STANDARDS CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue, N W Washington, DC 20036 CRD U.S.A. Corps of Engineers Code of Ordinances City of Pearland 3519 Liberty Drive Pearland, TX 77581 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60173-4758 EJMA Expansion Joint Manufacturers Association 707 Westchester Avenue White Plains, NY 10604 FDA U S Food and Drug Administration 5600 Fisher Lane Rockville, MD 20857-0001 FS Federal Standardization Documents General Services Administration, Specifications Unit (WFSIS) 7th and D Street S W Washington, DC 20406 ICEA Insulated Cable Engineer Association P O Box 440 S Yarmouth, MA 02664 IEEE Institute of Electrical and Electronics Engineers 445 Hoes Lane P O Box 1331 Piscataway,NJ 0855-1331 MIL Military Specifications General Services Administration, Specifications Unit (WFSIS) 7th and D Street S W Washington, DC 20406 NACE National Association of Corrosion Engineers P O Box 986 Katy, TX 77450 02/2008 01420-3 of 5 CITY OF PEARLAND REFERENCED STANDARDS NEMA National Electrical Manufacturers' Association 2101 L Street,N W , Suite 300 Washington, DC 20037 NFPA National Fire Protection Association Batterymarch Park, P 0 Box 9101 Quincy, MA 02269-9101 OSHA Occupational Safety Health Administration U S Department of Labor, Government Printing Office Washington, DC 20402 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077-1083 PCI Prestressed Concrete Institute 201 North Wacker Drive Chicago, IL 60606 SDI Steel Deck Institute Box 9506 Canton, OH 44711 SSPC Steel Structures Painting Council 4400 Fifth Avenue Pittsburgh, PA 15213 TAC Texas Administrative Code TCEQ Texas Commission on Environmental Quality P 0 Box 13087 Austin, TX 78711-3087 TxDOT Texas Department of Transportation 125 East 11th Street Austin, TX 78701-2483 Texas MUTCD Texas Manual on Uniform Traffic Control Devices (2003 Adoption) (published by Texas Department of Transportation) UL Underwriters'Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 UNI-BELL UNI-BELL Pipe Association 2655 Villa Creek Drive, Suite 155 02/2008 01420-4 of 5 CITY OF PEARLAND REFERENCED STANDARDS Dallas, TX 75234 . WRI Wire Reinforcement Institute 942 Main Street—Suite 300 Hartford, CT 06103 WWD/PI Water Well Drillers and Pump Installers Advisory Council Texas Department of Licensing and Regulation P O Box 12157 Austin, TX 78711 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01420-5 of 5 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL Section 01430 CONTRACTOR'S QUALITY CONTROL 1.0 GENERAL 1.01 SECTION INCLUDES A Quality assurance and control of installation and manufacturer's field services and reports. B References to Technical Specifications. 1 Section 01350—Submittals 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION A Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce the Work of specified quality at no additional cost to the Owner B Comply fully with manufacturers' installation instructions, including each step in sequence. C Request clarification from Project Manager before proceeding should manufacturers' instructions conflict with Contract Documents. D Comply with specified Standards as minimum requirements for the Work except when more stringent tolerances,codes,or specified requirements indicate higher standards or more precise workmanship. E Perform work by persons qualified to produce the specified level of workmanship F Obtain copies of Standards and maintain at Project Site when required by individual Technical Specifications. 1.04 MANUFACTURERS' FIELD SERVICES AND REPORTS A When specified in individual Technical Specifications, provide matenal or product suppliers' or manufacturers' technical representative to observe site conditions, conditions of surfaces and installation quality of workmanship,start-up of equipment, operator training, test, adjust, and balance of equipment as applicable, and to initiate operation,as required. Conform to minimum time requirements for start-up operations and operator training if defined in Technical Specifications. 02/2008 01430- 1 of 2 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL B At the Project Manager's request, submit qualifications of manufacturer's representative to Project Manager fifteen (15) days in advance of required - representative's services. The representative shall be subject to approval of Project Manager C Manufacturer's representative shall report observations and site decisions or instructions given to applicators or installers that,are supplemental or contrary to manufacturers'written instructions. Submit report within one(1)day of observation to Project Manager for review 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION I � 02/2008 01430-2 of 2 CITY OF PEARLAND OBSERVATION.SERVICES Section 01440 OBSERVATION SERVICES 1.0 GENERAL 1.01 SECTION INCLUDES A Observation services and references. B References to Technical Specifications. 1 Section 01450—Testing Laboratory Services 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 INSPECTION A Project Manager will appoint an Observer as a representative of the Owner to oversee inspections,tests, and other services specified in individual Technical Specifications. B Alternately, Project Manager may appoint, employ, and pay an independent firm to provide additional observation or construction management services as indicated in Section 01450—Testing Laboratory Services. C Reports will be submitted by the independent firm to Project Manager,Engineer, and Contractor, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D Contractor shall assist and cooperate with the Observer;furnish samples of materials, design mix, equipment, tools, and storage. E Contractor shall notify Project Manager 24 hours prior to expected time for operations requiring services. Notify Engineer and independent firm when noted. F Contractor shall sign and acknowledge report for Observer 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 09/2009 01440- 1 of 1 CITY OF PEARLAND TESTING LABORATORY SERVICES Section 01450 TESTING LABORATORY SERVICES 1.0 GENERAL 1.01 SECTION INCLUDES A Testing Laboratory Services and Contractor responsibilities related to those services. B References to Technical Specifications. 1 Section 01350—Submittals C Referenced Standards. 1 American Society for Testing and Matenals (ASTM) a. ASTM D 3740, "Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction" b ASTM E 329, "Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction" 1.02 SELECTION AND PAYMENT A Owner will select,employ,and pay for services of an independent testing laboratory to perform inspection and testing identified in individual Technical Specifications. B Employment of testing laboratory shall not relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. C Owner or designated representative shall schedule and monitor testing as required to provide timely results and to avoid delay to the Work. D Contractor shall be responsible for paying for services of commercial testing laboratory, with prior approval of Owner, to perform the following: 1 Pipe diameter deflection tests on all flexible and semi-ngid sanitary sewer collection system pipe installation 2. Laboratory services required to establish mix design proposed for use for Portland cement concrete, asphaltic concrete mixtures and other matenal mixes requiring control by testing laboratory when required because of change in source of matenals or other conditions not caused by Owner 3 Tests required to establish optimum moisture of earth and base matenals and to determine required compactive effort to meet density requirements. 4 Cores to test for thickness. 5 Testing and inspection performed for the Contractor's convenience. 6 Retesting and repetitions of laboratory services when initial tests indicate work does not comply with requirements of Contract Documents. 04/2008 01450- 1 of 3 CITY OF PEARLAND TESTING LABORATORY SERVICES 1.03 LABORATORY REPORTS A The Engineer will receive 1 copy, the Project Manager will receive 2 copies, and the Contractor will receive 2 copies of Laboratory Reports from the testing laboratory One of the Contractor's copies shall remain at the Project Site for duration of Project. Test results which indicate non-conformance shall be transmitted immediately via fax from the testing laboratory to the Contractor and Project Manager 1.04 LIMITS ON TESTING LABORATORY AUTHORITY A Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B Laboratory may not approve or accept any portion of the Work. C Laboratory may not assume any duties of Contractor D Laboratory has no authority to stop the Work. 1.05 CONTRACTOR RESPONSIBILITIES A Notify Project Manager and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. Notify Engineer if specification section requires the presence of the Engineer B Cooperate with laboratory personnel in collecting samples to be tested or collected on Project Site. C Provide access to the Work and to manufacturer's facilities. D Provide samples to laboratory in advance of their intended use to allow thorough examination and testing. E Provide incidental labor and facilities for access to the Work to be tested,to obtain and handle samples at the site or at source of products to be tested, and to facilitate tests and inspections including storage and curing of test samples. F Arrange with laboratory and pay for 1 Retesting required for failed tests. 2. Retesting for nonconforming Work. 3 Additional sampling and tests requested by Contractor for his own purposes. 2.0 PRODUCTS - Not Used 3.0 EXECUTION 04/2008 ' 01450-2 of 3 CITY OF PEARLAND TESTING LABORATORY SERVICES 3.01 CONDUCTING TESTING A Laboratory sampling and testing shall conform to ASTM D 3740 and ASTM E 329,as well as other test standards specified in individual Technical Specifications. END OF SECTION 04/2008 01450-3 of 3 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Section 01500 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.01 SECTION INCLUDES A Temporary facilities and the necessary controls for the Work including utilities, telephone, sanitary facilities, field office, storage sheds and building, safety requirements,first aid equipment,fire protection,security measures,protection of the Work and property, access roads and parking, environmental controls, disposal of trash,debris,and excavated material,pest and rodent control,water runoff and erosion control. B References to Technical Specifications. Section 00200—Instructions to Bidders Section 01100—Summary of Work Section 01350—Submittals Section 01566—Source Controls for Erosion & Sedimentation Section 01100—Summary of Work Section 01600—Material &Equipment Section 01570—Trench Safety System Section 01555 —Traffic Control & Regulation Section 01720—Field Surveying Section 01563 —Tree &Plant Protection Section 01564—Control of Ground Water& Surface Water Section 13730- Computer Equipment C Referenced Standards. Occupational Safety and Health Administration(OSHA) National Fire Protection Association(NFPA) Code of Ordinances, City of Pearland, Texas D Definitions Underground Structures - sewer, water, gas, and other piping, and manholes, chambers, electrical and signal conduits, tunnels, and other existing subsurface installations located within or adjacent to the limits of the Work. Surface Structures - existing buildings, structures and other constructed installations above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to buildings, tanks,walls,bridges,roads, dams, channels, open drainage,piping,poles, 12-2-2011 01500- 1 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS wires, posts, signs, markers, curbs, walks, guard cables, fencing, and other facilities that are visible above the ground surface. 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CONTRACTOR'S RESPONSIBILITY A The facilities and controls specified in this Section are considered minimum for the Work. The Contractor may provide additional facilities and controls for the proper execution of the Work and to meet Contractor's,responsibilities for protection of persons and property B Comply with applicable requirements specified in other Technical Specifications. Maintain and operate temporary facilities and systems to assure continuous service. Modify and extend systems as Work progress requires. Completely remove temporary materials and equipment when their use is no longer required. Restore existing facilities used for temporary services to specified or to original condition. 1.05 TEMPORARY UTILITIES A Temporary Service Make arrangements with utility service companies for such temporary services as are necessary to construct the work and manage the site. Abide by rules and regulations of the utility service companies or authorities having jurisdiction. Be responsible for utility service costs until the Work is Substantially Complete. Included are fuel,power,light,heat,and other utility services necessary for execution, completion,testing, and initial operation of the Work. B Water Provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices, or for other use as required for proper completion of the Work. For water to be drawn from public water supply, obtain special permit or license and meter from the proper City officials. For facilities under construction, establish a 12-2-2011 01500-2 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS water/sewer billing account with City's Utility Billmg Department.A deposit based on rates established by latest ordinance will be required. For water drawn from fire hydrants, apply for and receive a construction water meter from City'Public Works Department. Identify specific location for construction water meter installation. Once installed,water meter may not be moved without notification of Public Works Department.Install backflow preventer on fire hydrant supply if not included in City provided meter Provide and maintain an adequate supply of potable water for domestic consumption by Contractor personnel. C Electricity and Lighting 1 Provide temporary electric power service in Contractor's name, as required for the prosecution of the Work, including testing of Work. Provide power for lighting, operation of the Contractor's equipment, or for any other use by Contractor or as necessary to maintain any of Owner's on-going operations as may continue on the site during any scheduled shutdown. Minimum lighting level shall be 5 foot-candles for open areas, 10 foot-candles for stairs and shops. 2 Provide permanent electric power service,in the Contractor's name,to the work or site as and when required by the schedule of the work to achieve Substantial Completion or Partial Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner D Natural Gas Provide and pay for natural gas service to the work as and when required by the schedule to achieve Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner E Temporary Heat and Ventilation Provide temporary heat as necessary for protection or completion of the Work. Provide temporary heat and ventilation to assure safe working conditions, maintain enclosed areas at a minimum of 50 degrees F F Telephone Provide emergency telephone service at the Project Site for use by Contractor personnel and others performing work or furnishing services. G Sanitary Facilities Provide and maintain sanitary facilities for persons on the Project Site,in compliance with federal, state, and local regulations. Locate toilets on the Project Site near the work and secluded from view insofar as possible. Keep toilets clean and supplied throughout the course of the Work. 12-2-2011 01500-3 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Enforce the use of sanitary facilities by construction personnel at the Project Site. Such facilities shall be enclosed. Pit-type toilets will not be permitted. No discharge will be allowed from these facilities. Collect and store sewage and waste so as not to cause a nuisance or health problem, have sewage and waste hauled off-site and properly disposed in accordance with local regulations. Control areas where sanitary facilities are located in conformance with Section 01566 —Source Controls for Erosion& Sedimentation. 1.06 FIELD OFFICE A Provision of a Field Office and other specific temporary facilities as required in paragraph B below UNLESS otherwise stated in Section 00800 - Special Conditions of the Agreement,or Section 01100 Summary of Work. Provide for transportation,move-in,set-up,tie-down and,when project is complete,removal and move-out. The Contractor shall confirm location of office and other temporary facilities with Owner's Representative at Pre-Construction Meeting prior to delivery and set up Location of temporary facilities shall be approved by the Owner's Representative by way of the submittal process B At a minimum, the Contractor's field office shall provide for, contain or serve to provide a secured space for project administrative operations, periodic progress meetings,on-site storage for project files and plans,office space for CONTRACTOR's field supervisory personnel and provide a separate securable office space for OWNER's Representative including. meeting table and chairs, a single two drawer filing cabinet, a built-in drawing table and plan holders. Provide electric lighting and HVAC to the mobile office. 1 Field Office shall provide for, at a minimum, a high speed internet connection for use by Owner's Representative or Construction Manager as controlled by Paragraph A above. 1.07 STORAGE OF MATERIALS A Provide for storage of materials under the provisions of Section 01600—Material& Equipment. 1.08 SAFETY REQUIREMENTS A Contractor shall prepare, submit and follow a Safety Program that complies with federal, state, and local safety codes, statutes, and practices. Include in the Safety Program documented response to excavation, embankment, and trench safety requirements as specified in Section 01570—Trench Safety System. B Conduct operations in strict accord with applicable federal,state and local safety codes and statutes and with good construction practice. The Contractor is fully responsible and obligated to establish and maintain procedures for safety of all work, personnel and equipment involved in the Work. C Observe.and comply with Texas Occupational Safety Act (Art. 5182a, V C S ) and ' with all safety and health standards promulgated by Secretary of Labor under Section 12-2-2011 = 01500-4 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS 107 of Contract Work Hours and Standards Act, published m OSHA Standards - 29 CFR, Part 1926, and adopted by Secretary of Labor under the Williams-Steiger Occupational Safety and Health Act of 1970, and to any other legislation enacted for safety and health of Contractor employees. Such safety and health standards apply to subcontractors and their employees as well as to the Contractor and its employees. D Observance of and compliance with the regulations shall be solely and without qualification the responsibility of the Contractor without reliance or superintendence of or direction by the Engineer or the Engineer's representative. Immediately advise the Engineer of investigation or inspection by Federal Safety and Health inspectors of the Contractor or subcontractor's work or place of work on the Project Site under this Contract,and after such investigation or inspection,advise the Engineer of the results. Submit one copy of accident reports to Engineer within ten(10)days of occurrence. E Protect areas occupied by workmen using the best available devices for detection of lethal and combustible gases. Test such devices frequently to assure their functional capability Constantly observe infiltration of liquids into the Work area for visual or odor evidence of contamination. Take immediate and appropriate steps to seal off entry of contaminated liquids to the Work area. F Safety measures, including but not limited to safety personnel, first-aid equipment, ventilating equipment and safety equipment,in the Plans and Technical Specifications are obligations of the Contractor G Maintain required coordination with the local Police and Fire Departments during the entire period covered by the Contract. 1.09 FIRST AID EQUIPMENT A Provide a first aid kit throughout the construction period. List telephone numbers for physicians, hospitals, and ambulance services in each first aid kit. B Have at least one person thoroughly trained in first aid procedures present on the Project Site whenever work is in progress. 1.10 FIRE PROTECTION A Fire Protection Standards. Conform to specified fire protection and prevention requirements as well as those that may be established by Federal, State, or local governmental agencies. B Comply with all applicable provisions of NFPA Standard No 241, Safeguarding Building Construction and Demolition Operations. Provide portable fire extinguishers, rated not less than 2A or 5B in accordance with NFPA Standard No 10,Portable Fire Extinguishers,for each temporary building,and for every 3000 square feet of floor area of facilities under construction. Locate portable fire extinguishers within 50 feet maximum from any point on the Project Site. 12-2-2011 01500-5 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS C Fire Prevention and Safety Measures. Prohibit smoking in hazardous areas. Post suitable warning signs in areas that are continuously or intermittently hazardous. Use metal safety containers for storage and handling of flammable and combustible liquids. Do not store flammable or combustible liquids in or near stairways or exits. Maintain clear exits from all points within a structure. 1.11 SECURITY MEASURES A Protect all materials, equipment, and property associated with the Work from loss, theft,damage,and vandalism. Contractor's duty to protect property includes Owner's property B If existing fencing or barriers are breached or removed for purposes of construction, provide and maintain temporary security fencing'equal to existing as approved by Owner's Representative. 1.12 PROTECTION OF PUBLIC UTILITIES A Prevent damage to existing public utilities during construction. These utilities are shown on the Plans at their approximate locations. Give owners of these utilities at least 48 hours notice before commencing Work in,the area, for locating the utilities during construction, and for making adjustments or relocation of the utilities when they conflict with the proposed Work. 1.13 PROTECTION OF PEOPLE AND PROPERTY A Preventive Actions. Take precautions,provide programs, and take actions necessary to protect the Work and public and private property from damage. ' Take action to prevent damage, injury or loss, including, but not limited to, the following: a. Store apparatus,materials,supplies,and equipment m an orderly,safe manner that will not unduly interfere with progress of the Work or the Work of any other contractor, any utility service company, or the Owner's operations. b Provide suitable storage for materials that are subject to damage by exposure to weather, theft,breakage, or otherwise. c. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work. d. Frequently clean up refuse,rubbish;scrap materials,and debris caused by construction operations, keeping the Work safe and orderly e. Provide safe barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways, and other hazardous areas. 12-2-2011 01500-6 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Obtain written consent from proper parties before entering or occupying with workers, tools,materials or equipment,privately owned land except on easements provided for construction. Assume full responsibility for the preservation of public and private property on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect, or misconduct in execution of the Work by the Contractor, it shall be restored by the Contractor to a condition equal to or better than that existing before the damage was done. B Barricades and Warning Signals. Where Work is performed on or adjacent to any roadway, right-of-way, or public place, furnish and erect barricades, fences, lights,warning signs, and danger signals, provide watchmen,and take other precautionary measures for the protection of persons or property and protection of the Work.Conform to Section 01555—Traffic Control& Regulation. C Preserving Control Points Maintain permanent benchmarks,public or private elevation or property demarcation and control monumentation, or other reference points. Unless otherwise directed in writing,replace at no cost to the Owner,those monuments,property corners or other permanent demarcations that are damaged or destroyed in accordance with Section 01720—Field Surveying. D Tree and Plant Protection. Protect trees, shrubs,lawns,outside of grading limits and within the grading limits as designated on the Plans,and in accordance with requirements of Section 01563—Tree &Plant Protection. E Protection of Underground and Surface Structures Known underground structures, including water, sewer, electric, and telephone services are shown on the Plans in accordance with the best information available,but is not guaranteed to be correct or complete. Contractor is responsible for making Locate Calls. Explore ahead of trenching and excavation work and uncover obstructing underground structures sufficiently to determine their location, to prevent damage to them and to prevent interruption of utility services. Restore to original condition damages to underground structure at no additional cost to the Owner Immediately notify the agency or company owning any existing utility which is damaged,broken,or disturbed. Obtain approval from the Engineer and agency for any repairs or relocations, either temporary or permanent. Necessary changes in location of the Work may be made by the Engineer to avoid unanticipated underground structures. If permanent relocation of an underground structure or other subsurface installations is required and not otherwise provided for in the Contract Documents,the Engineer will direct Contractor in writing to perform the Work, which shall be paid for under the 12-2-2011 01500-7 of 10 il CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS provisions for changes in the Contract Pnce as described in Section 00700—General Conditions of Agreement. Support in place and protect from direct or mdirect injury to underground and surface — structures located within or adjacent to the limits of the Work. Install such supports carefully and as required by the party owning or controlling such structure. Before installing structure supports,Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the owner of the structure. Avoid moving or in any way changing the property of public utilities or private service corporations without prior written consent of a responsible official of that service or public utility Representatives of these utilities reserve the right to enter within the limits of this project for the purpose of maintaining their properties,or of making such changes or repairs to their property that may be considered necessary by performance of this Contract. Notify the owners and/or operators of utilities i and pipelines of the nature of construction operations to be performed and the date or dates on which those operations will be performed. When construction operations are required in the immediate vicinity of existing structures,pipelines,'or utilities,give a minimum of five (5)working days advance notice. Probe and flag the location of underground utilities prior to commencement of excavation. Keep flags in place until construction operations reach and uncover the utility Assume risks attending the presence or proximity of underground and surface structures within or adjacent to the limits to the Work including but not limited to damage and expense for direct or indirect injury caused by the Work to any structure. Immediately repair damage caused, to the satisfaction of the owner of the damaged - structure. 1.14 PROTECTION OF THE WORK Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed,prior to completion of the Work. Control traffic to prevent damage to equipment, materials, and surfaces. 1.15 ROADS AND PARKING A Prevent interference with traffic and Owner operations on existing roads. B Minimize use of existing streets and driveways by construction traffic. C Control traffic to prevent damage to equipment,materials, and surfaces. D Construct and maintain temporary detours, ramps, and roads to provide for normal public traffic flow when use of public roads or streets is closed by necessities of the Work. E Provide mats or other means to prevent overloading or damage to existing roadways from tracked equipment or exceptionally large or heavy trucks or equipment 12-2-2011 01500-8of10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS F Designate temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. Locate as approved by Engineer G Do not allow heavy vehicles or construction equipment unnecessarily in existing parking areas. 1.16 ENVIRONMENTAL CONTROLS A Provide and maintain methods, equipment, and temporary construction as necessary for controls over environmental conditions at the construction site and adjacent areas. B Comply with statutes,regulations, and ordinances which relate to the proposed Work for the prevention of environmental pollution and preservation of natural resources, including but not limited to the National Environmental Policy Act of 1969, PL 91- 190, Executive Order 11514 C Provide, install and maintain storm water runoff control including but not limited to temporary entrance, silt fencing, etc. as specified in Contract Documents. D Recognize and adhere to the environmental requirements of the Project. Disturbed areas shall be strictly limited to boundaries established by the Contract Documents. Burning of rubbish, debris or waste materials is not permitted. 1.17 POLLUTION CONTROL A Provide methods,means,and facilities required to prevent contamination of soil,water or atmosphere by discharge of noxious substances from construction operations. B Provide equipment and personnel to perform emergency measures required to contain any spillage, and to remove contaminated soils or liquids. Excavate and dispose of any contaminated earth off-site, and replace with suitable compacted fill and topsoil. C Take special measures to prevent harmful substances from entering receiving streams or storm water conveyance systems in conformance with TPDES requirements and Section 01566—Source Controls for Erosion & Sedimentation. D Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into the atmosphere. E Use equipment during construction that conforms to current federal, state, and local laws and regulations. 1.18 PEST AND RODENT CONTROL A Provide rodent and pest control as necessary to prevent infestation of Project Site. B Employ methods and use materials which will not adversely affect conditions at the Project Site or adjoining properties. 12-2-2011 01500-9of10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS 1.19 NOISE CONTROL A Provide vehicles, equipment, and construction activities that minimize noise to the greatest degree practicable. Noise levels shall conform to OSHA Standards- 29 CFR and in no case will noise levels be permitted which create a nuisance in the surrounding neighborhoods. B Conduct construction operations durmg daylight hours from 7.30 a.m. to 6 00 p.m. except as approved by Engineer C Comply with Chapter 19 NOISE, Codes of Ordinances, City of Pearland, Texas. 1.20 DUST CONTROL A Control objectionable dust caused by operation of vehicles and equipment under the provisions of Section 01566—Source Controls for Erosion& Sedimentation. 1.21 WATER RUNOFF AND EROSION CONTROL A Provide methods to control surface water,runoff,subsurface water,and water pumped from excavations and structures to prevent damage to the Work, the Project Site, or adjoining properties in accordance with Section 01564—Control of Ground Water& Surface Water and Section 01566—Source Controls for Erosion& Sedimentation. B Inspect earthwork periodically to detect any evidence of the start of erosion. Apply corrective measures as required to control erosion. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 12-2-2011 01500- 10 of 10 CITY OF PEARLAND MOBILIZATION Section O1S05 MOBILIZATION 1.1 GENERAL 1.2 SECTION INCLUDES A Mobilization of construction equipment and facilities onto the Work. B Referenced Standards. 1 Texas Department of Transportation(TxDOT) 2. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD) 1.3 MEASUREMENT AND PAYMENT A. Payment for Mobilization is on a Lump Sum basis and shall not exceed three percent(3%) of the total bid price. B Payment for 50%of the Mobilization lump sum bid item may be included in the first monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable 1 Schedule of Values (Section 01350—Submittals) 2. Trench Safety Program(Section 01570—Trench Safety System) 3 Construction Schedule (Section 01350—Submittals) 4 Pre-construction Photographs (Section 01380—Construction Photographs) 5 Installation and acceptance of Project Identification Sign(s)(Section 01580—Project Identification Signs) 6 Installation and acceptance of Field Office (Section 01500—Temporary Facilities and Controls) 7 Installation and acceptance of TPDES requirements (Section 01565 - TPDES Requirements) C. Payment for 25% of the Mobilization lump sum bid item may be included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable 1 Installation of High Speed Internet Access (Section 01500—Temporary Facilities and Controls) D Payment for 15% of the Mobilization lump sum bid item may be included in the third monthly Application for Payment. E. Payment for the remaining 10% of the Mobilization lump sum bid item may be included in the fourth monthly Application for Payment. F For contracts with a duration of less than 120 days,payment for the remaining 50% of the Mobilization lump sum bid item may be included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the items listed in B and C above, as applicable. 08/2018 01505- 1 of 1 CITY OF PEARLAND MOBILIZATION G Mobilization payments will be subject to Retainage as stipulated in Section 00700 General Conditions of Agreement. 2.1 PRODUCTS 2.2 PROJECT IDENTIFICATION SIGNS A. Provide specified number of project identification sign(s)per Section 01580 The name,,address and contact information of the general contractor for the project shall be shown on the sign per Section 01580 and the attached exhibit. 3.1 EXECUTION 3.2 PLACEMENT OF PROJECT IDENTIFICATION SIGNS A. Place a Project Identification Sign as described in Section 01580,part 1 03,D visible to passing traffic or as directed by Engineer END OF SECTION 08/2018 01505- 1 of 1 CITY OF PEARLAND STABILIZED CONSTRUCTION EXITS Section 01550 STABILIZED CONSTRUCTION EXITS 1.0 GENERAL 1.01 SECTION INCLUDES A Installation of erosion and sediment control for Stabilized Construction Exits used during construction and until final development of the Project site. B References to Technical Specifications 1 Section 01350—Submittals 2 Section 01562—Waste Material Disposal 3 Section 01565—TPDES Requirements 4 Section 01566—Source Controls for Erosion& Sedimentation C Referenced Standards 1 American Society of Testing and Materials (ASTM) a. ASTM D 4632, "Standard Test Method for Grab Breaking Load and Elongation of Geotextiles" 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required in this Section under the provisions of Section 01350 — Submittals. B Manufacturer's catalog sheets and other product data on Geotextile fabric C Sieve analysis of aggregates conforming to requirements in this Section,2 02"Course Aggregates" 2.0 PRODUCTS 2.01 GEOTEXTILE FABRIC A Provide woven or non-woven geotextile fabric made of either polypropylene, polyethylene, ethylene, or polyamide material. B By ASTM D 4632, geotextile fabric shall have a minimum grab strength of 270 psi any principal direction, and the equivalent opening size between 50 and 140 C Both the geotextile and threads shall be resistant to chemical attack,mildew, and rot and shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable life at a temperature range of 0°F to 120°F 12/2015 01550- 1 of 3 CITY OF PEARLAND STABILIZED CONSTRUCTION EXITS D Representative Manufacturers Mirafi, Inc., Or-Equal. 2.02 COARSE AGGREGATES A Coarse aggregate shall consist of crushed stone,gravel,concrete,crushed blast furnace slag,or a combination of these materials. Aggregate shall be composed of clean,hard, durable materials free from adherent coatings, salt, alkali,dirt, clay, loam, shale,soft or flaky materials, or organic and injurious matter B Course aggregates shall be open graded with a size 3"to 6" 3.0 EXECUTION 3.01 PREPARATION AND INSTALLATION A The Contractor shall provide stabilized construction exits at the construction,staging, parking, storage, and disposal areas to keep the street clean of mud carried by construction vehicle and equipment. Such erosion and sediment controls shall be constructed in accordance with the requirements shown on the Plans and specified m this Section. B Erosion and sediment control measures shall be in place prior to the start of any Work that exposes the soil, other than as specifically directed by the Engineer to allow soil testing and surveying. C Maintain existing erosion and sediment control systems located within the Project Site until acceptance of the Work or until directed by the Engineer to remove and discard the existing system. Maintenance shall be performed routinely to remove soil build up or, as required by the Engineer D Regularly inspect and repair or replace components of stabilized construction exits. Unless otherwise directed, maintain them until the Work is accepted by the Owner Remove stabilized construction exits promptly when directed by the Engineer Discard removed materials m accordance with Section 01562 — Waste Material Disposal. E Equipment and vehicles shall be prohibited by the Contractor from maneuvering on areas outside of dedicated rights-of-way and easements for construction. Damage caused by construction traffic to erosion and sediment control systems, including vegetative systems shall be repaired immediately F Conduct all construction operations under this Contract in conformance with the erosion control practices described in the Section 01566-Source Controls for Erosion & Sedimentation and Section 01565 TPDES Requirements. 3.02 CONSTRUCTION METHODS A Provide stabilized access roads, subdivision roads, parking areas, and other on-site vehicle transportation routes where shown on Plans. 12/2015 01550-2 of 3 CITY OF PEARLAND STABILIZED CONSTRUCTION EXITS B Provide stabilized construction exits, and truck washing areas when approved by Engineer, of the sizes and locations where shown on Plans or as specified in this Section. C Vehicles leaving construction areas shall have their tires cleaned to remove sediment prior to entrance onto public right-of-way When washing is needed to remove sediment, Contractor shall construct a truck washing area. Truck washing shall be done on stabilized areas which drain into a drainage system protected by erosion and sediment control measures. D Details for Stabilized Construction Exits are shown on the Plans. Construction of all other stabilized areas shall be to the same requirements. Roadway width shall be at least 14 feet for one-way traffic and 20 feet for two-way traffic and shall be sufficient for all ingress and egress. Furnish and place geotextile fabric as a permeable separator to prevent mixing of coarse aggregate with underlying soil. Exposure of geotextile fabric to the elements between laydown and cover shall be a maximum of 14 days to minimize damage potential. E Roads and parking areas shall be graded to provide sufficient drainage away from stabilized areas. Use sandbags,gravel,boards,or similar methods to prevent sediment from entering public right-of-way, receiving stream or storm water conveyance system. F The stabilized areas shall be inspected and maintained daily Provide periodic top dressing with additional coarse aggregates to maintain the required depth. Repair and clean out damaged control measures used to trap sediment. All sediment spilled, dropped,washed, or tracked onto public right-of-way shall be removed immediately G The length of the stabilized area shall be as shown on the Plans, but not less than 50 feet. The thickness shall not be less than 8 inches. The width shall not be less than full width of all points of ingress or egress. H Stabilization for other areas shall have the same coarse aggregate,thickness,and width requirements as the stabilized construction exit,except where shown otherwise on the Plans. I Stabilized area may be widened or lengthened to accommodate truck washing area when authorized by Engineer J Alternative methods of construction may be utilized when shown on Plans, or when approved by the Engineer END OF SECTION 12/2015 01550-3 of 3 CITY OF PEARLAND STREET SIGNS Section 01554 STREET SIGNS 1.0 GENERAL 1.01 SECTION INCLUDES A Materials, hardware and installation of Traffic Signs. B References to Technical Specifications 1 Section 01350— Submittals 2. Section 01140—Contractor's Use of Premises C Referenced Standards 1 Texas Manual on Uniform Traffic Control Devices (Texas MUTCD) 1.02 MEASUREMENT AND PAYMENT A Signs installed or replaced will be measured by the each sign. Signs refurbished will be measured by each sign. B Payment for installation of traffic signs will be on the basis of each sign installed. C The price is full compensation for furnishing and installing new signs and hardware Cost of associated posts, footings, and miscellaneous mounting hardware will not be paid for directly but is to be included in the unit price bid for installation of each traffic sign. D Non-standard signs installed or replaced will be measured by the square foot of the sign face. Non-standard signs shall not be installed without prior approval from the City 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Contractor shall submit a list of intended suppliers and products to be used for all signs, posts, and associated hardware. City reserves the right to request actual product samples prior to approval. 2.0 PRODUCTS 2.01 MATERIALS A Comply with Texas MUTCD regulations. 12/2015 01554- 1 of 4 CITY OF PEARLAND 1 STREET SIGNS B The following ASTM Standards and documents, of the issue in effect on the date of Invitation for Bid, form a part of this specification to the extent herein. 1 ASTM B 209 Specification for Aluminum and Aluminum Alloy Sheet and Plate. 2. ASTM D 523 Standard Method for Test for Specular Gloss 3 ASTM D 4956 Standard Specification for Retroreflective Sheeting for Traffic Control. 4 ASTM E 284 Standard Definition of Terms Relating to Appearance of Materials. 5 ASTM E 308 Computing the Colors of Objects by Using the CIE System 6 ASTM E 810 Standard Test Method for Coefficient of Retroreflection of Retroreflective Sheeting. 7 ASTM E 1164 Standard Practice for Obtaining Spectrophotometric Data for Object-Color Evaluation. C Substrate (Sign Blanks)—This shall be aluminum alloy 5052-R38 The thickness of sign shall be 0 125 inch with 3/4"radius corner 1 Metal working—The aluminum shall be free of burrs and pits on both sides, including edges and holes, and shall be made ready for applications of sheeting. 2. Surface preparation—The alummum shall be thoroughly cleaned and degreased with solvent and alkaline emulsions cleaner by immersion, spray, or vapor degreasing and dried prior to application of the gold chromate sheeting coat. The aluminum shall be new and corrosion-free with holes drilled or punched, corners round to radii 3/4" and all edges smoothed prior to application of sheeting. The heavy or medium chromate coatmg shall conform in color and corrosion resistance to that imparted by the Alodine 1200F treatment. 3 Size—The dimension of substrate application for regulatory,warning, and guide signs shall be as specified by the Engineer and as shown on the plans. D Sign Face (Background, Legends, Symbols, and Colors) — These shall be in accordance with the Standard Highway Signs Designs(SHSD)for Texas and with the Texas Manual of Uniform Traffic Control Devices (TMUTCD) 1 Street Name shall be constructed from Avery Dennison OL—2007 Green Electronic Cutable Film,using Highway B Series Font, 6"Upper/Lower case, 3" Suffix for St., Dr, Ave designations. Signs shall have a 'A"White Border a. Tolerance for Horizontal Alignment- Letters,numerals and symbols shall be horizontally aligned to a tolerance of 1/16 inch. b Tolerance for Vertical Alignment — Letters, numerals, and symbols shall be vertically aligned to a tolerance of 1/16 inch on each letter in each line 2. All sign blanks shall be covered with Avery Dennison T—7500 White Vinyl reflective sheeting. 3 Signs requiring"No Outlet" or"Dead End" designations shall be constructed from Avery Dennison Black PC—500— 190—0 Vinyl, 2 1/4" 12/2015 01554-2 of 4 CITY OF PEARLAND STREET SIGNS upper case lettering. Arrow shall be 1 '/4"x 4 1A"Long, overlaid with Avery Dennison OL—2001 Yellow electronic Cutable Film 5 1/2"x 8" E Street Name Sign shall have a 3/4"x 3/4" City of Pearland dating sticker indicating the month and year of manufacture of each sign. Dating sticker shall be applied to the White Reflective Vinyl,covered by the Green EC film in the manufacturing process. F Avery Dennison is the approved manufacturer of vinyls for the City of Pearland.Any substitutions will require submission of sample materials and specifications sheets to the City Of Pearland Traffic Operations manager prior to use.Any and all components are to be match components. Uses of non-matching components are prohibited. G Sign Posts - Steel post shall conform to the standard specification for hot rolled carbon sheet steel, structural quality, ASTM designation A570, Grade 50 Average minimum yield strength after cold forming is 60,000 psi. 1 The location, height, size and the foundation of the sign post shall conform to the City's standard detail. 2. The signs shall be installed using RPB412F— 12" Round Post Cap and RPB412F— 12" Cross Piece Brackets. Posts caps shall be attached to sign post using 5/16" Carnage Bolts and 5/16"Tuff Nuts. Signs are to be attached to brackets using same H Warranty- The Contractor shall warrant the materials and workmanship of each sign in accordance with the maximum limits of material warranties extended by manufacturers of raw materials, subject to the conditions they specify The retro- reflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) the sign is ineffective for its mtended purpose when viewed from a moving vehicle under normal day and night driving conditions, or (2) the coefficient of retro-reflection is less than the minimum specified for that sheeting. When sign failure occurs prior to the minimum years indicated and an inspection demonstrates that the failure is caused by materials warranted to contractor to endure at least that long, the sign will be replaced or repaired free of materials charges. When failure occurs and inspection demonstrates that such failure is due to poor workmanship, the sign will be replaced or repaired at Contractor's expense, including shipping charges. 3.0 EXECUTION 3.01 EQUIPMENT The contractor shall provide machinery, tools, and equipment necessary for proper execution of the work. 3.02 CONSTRUCTION A Construction shall be high quality with no visible defects in the finished product. Fabrication shall be in accordance with these specifications. Street name signs 12/2015 01554-3 of 4 CITY OF PEARLAND STREET SIGNS shall always be supplied and installed at each project intersection whether signs previously existed at the location or not. B The removal of existing signs shall be coordinated with the Traffic Operations Section of the Public Works Department (281-652-1900) and arrangements made for a convenient time to deliver City signs and poles. All salvaged traffic signs shall be delivered to the Traffic Operations Center located at 2559 Hillhouse Road, Pearland. All deliveries to the Traffic Operations Center requires a minimum notice of two (2) working days prior to returning or delivering any sign and/or sign related material. 3.03 RESPONSIBILITIES A The contractor is responsible for providmg and supplymg aluminum traffic signs covered with retro-reflective sheeting, applying standard legends (or special legends if shown in the plans) to the covered sign blanks, galvanized steel sign poles,pole anchors, all hardware for installing the signs and poles, and for installing traffic signs, poles and anchors as shown in the plans or call for in the contract documents, complete and.ready for field installations. 3.04 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. B Remove equipment and devices when no longer required. C Repair damage caused by installation. END OF SECTION 12/2015 01554-4 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION Section 01555 TRAFFIC CONTROL AND REGULATION 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for traffic control plans,signs,signals,control devices,flares,lights and traffic signals, as well as construction parking control, designated haul routes and bridging of trenches and excavations. B Requirements for and qualifications of Flaggers. C References to Technical Specifications 1 Section 01350—Submittals 2. Section 01140—Contractor's Use of Premises D Referenced Standards. 1 Texas Manual on Uniform Traffic Control Devices (Texas MUTCD) 1.02 MEASUREMENT AND PAYMENT A Traffic Control and Regulation. Measurement is on a Lump Sum basis for Traffic Control and Regulation, including submittal of a traffic control plan if different from the one provided on the Plans, provision of traffic control devices, and provision of equipment and personnel as necessary to protect the Work and the public. The amount invoiced shall be determined based on the Schedule of Values submitted for traffic control and regulation. B Flaggers. Measurement is on a Lump Sum basis for Flaggers as required for the Work. The amount invoiced shall be determined based on the Schedule of Values submitted for Flaggers. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B A Traffic Control Plan responsive to the Texas MUTCD and sealed by a Registered Professional Engineer is incorporated into the Plans. If the Contractor proposes to implement traffic control different than the plan provided, he shall submit a Traffic Control Plan in conformance with Texas MUTCD for approval of the Engineer C For both the Traffic Control Plan and Flaggers' use, submit Schedules of Values within 30 days following the Notice to Proceed. D Each week submit a daily log for Flaggers listing name,badge number,time start,time finish, and hours worked. 03/2008 01555- 1 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION 1.04 FLAGGERS A Unless otherwise specified, use only Flaggers who are off-duty, regularly employed, uniformed Peace Officers. B Flaggers are required at the following locations 1 Where multi-lane vehicular traffic must be diverted into single-lane vehicular traffic. 2. Where vehicular traffic must change lanes abruptly 3 Where construction equipment either enters or crosses vehicular traffic lanes and walks. 4 Where construction equipment may intermittently encroach on vehicular traffic lanes and unprotected walks and cross-walks. 5 Where construction activities might affect public safety and convenience. 6 Where traffic regulation is needed due to rerouting of vehicular traffic around the work site. 7 When requested by Owner C The use of Flaggers is for the purpose of assisti g in the regulation of traffic flow and movement, and does not in any way relieve t e contractor of full responsibility for taking such other steps and provide such other laggers or personnel as the Contractor may deem necessary to protect the work and the public, and does not in any way relieve the Contractor of his responsibility f r any damage for which he would otherwise be liable. Flaggers shall be used and maintained at such points for such periods of time as may be required to provide for the public safety and convenience of travel. 2.0 PRODUCTS 2.01 SIGNS, SIGNALS,AND DEVICES A Comply with Texas MUTCD regulations. B Traffic Cones and Drums, Flares and Lights. As approved by agencies having jurisdiction. 3.0 EXECUTION 3.01 PUBLIC ROADS A Abide by laws and regulations of governing authorities when using public roads. Ifthe Contractor's work requires that public roads be temporarily impeded or closed, approvals shall be obtained from governing authorities and permits paid for before starting any work. Coordinate activities with the Engineer B Contractor shall maintain at all times a 10-foot-wide all-weather lane adjacent to work areas which shall be kept free of construction equipment and debns and shall be for the use of emergency vehicles, or as otherwise provided in the Traffic Control Plan. 03/2008 01555-2 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION C Contractor shall not obstruct the normal flow of traffic from 7.00 a.m.to 9.00 a.m.and 4.00 p.m. to 6:00 p.m. on designated major arterials or as directed by the Engineer D Contractor shall maintain local driveway access to residential and commercial properties adjacent to Work areas at all times. E Cleanliness of Surrounding Streets. 1 Keep streets used for entering or leaving the job area free of excavated material, debris, and any foreign material resulting from construction operations. Leave the area broom-clean or its equivalent at the end of the work day F Control vehicular parking to prevent interference with public traffic and parking, and access by emergency vehicles. G Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas. H Prevent parking on or adjacent to access roads or in non-designated areas. 3.02 FLARES AND LIGHTS A Provide flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 3.03 HAUL ROUTES A Utilize haul routes designated by Owner or shown on the Plans for construction traffic. B Confine construction traffic to designated haul routes. C Provide traffic control at critical areas of haul routes to regulate traffic and minimize interference with public traffic. D Contractor shall be responsible for any damage caused by vehicles utilizing haul routes. 3.04 TRAFFIC SIGNS AND SIGNALS A Install traffic control devices at approaches to the site and on site, at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. B Relocate traffic signs and control devices as Work progresses to maintain effective traffic control. 3.05 BRIDGING TRENCHES AND EXCAVATIONS A Whenever necessary,bridge trenches and excavation to permit an unobstructed flow of traffic. 03/2008 01555-3 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION B Secure bridging against displacement by using adjustable cleats,angles,bolts or other devices whenever bridge is installed. 1 On an existing bus route, 2. When more than five percent of daily traffic is comprised of commercial or truck traffic; 3 When more than two separate plates are used for the bridge; or 4 When bridge is to be used for more than five consecutive days. C Install bridging to operate with minimum noise. D Adequately shore the trench or excavation to support bridge and traffic. E Extend steel plates used for bridging a minimum of one foot beyond edges of trench or excavation. Use temporary paving materials (premix) to feather edges of plates to minimize wheel impact on secured bridging. F Use steel plates of sufficient thickness to support H-20 loading, truck or lane, that produces maximum stress. 3.06 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. B Remove equipment and devices when no longer required. C Repair damage caused by installation. D Remove post settings to a depth of 2 feet. END OF SECTION 03/2008 01555-4 of 4 I CITY OF PEARLAND FILTER FABRIC FENCE Section 01560 FILTER FABRIC FENCE 1.0 GENERAL 1.01 SECTION INCLUDES A Installation of filter fabric fence to control erosion and contain sediments and pollutants from overland flow Filter fabric fence is not for use in channelized flow areas. Filter fabric fence may be reinforced. B References to Technical Specifications. 1 Section 01200—Measurement&Payment Procedures 2. Section 01350—Submittals 3 Section 01562—Waste Material Disposal 4 Section 01566—Source Controls for Erosion& Sedimentation C Referenced Standards 1 American Society for Testing and Materials (ASTM) a. ASTM D 3786,"Standard Test Method for Hydraulic Bursting strength of Textile Fabrics" b ASTM D 4632, "Standard Test Method for Grab Breaking Load and Elongation of Geotextiles" 1.02 MEASURMENT AND PAYMENT A Filter fabric fence will be measured by the linear foot between the limits of the beginning and ending of wooden stakes. B Payment for filter fabric fence will include and be full compensation for all labor, equipment,materials,supervision,and all incidental expenses for construction of these items,complete in place,including,but not limited to protection of trees,maintenance requirements, repair and replacement of damaged sections, removal of sediment deposits, and removal of erosion and sediment control systems at the end of construction. C Refer to Section 01200—Measurement&Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Manufacturer's catalog sheets and other Product Data on geotextile fabric. 03/2008 01560- 1 of 3 CITY OF PEARLAND FILTER FABRIC FENCE 2.0 PRODUCTS 2.01 FILTER FABRIC A Provide woven or nonwoven geotextile filter fabric made of either polypropylene, polyethylene, ethylene, or polyamide material. B By ASTM D 4632, geotextile fabric shall have a grab strength of 100 psi in any principal direction, a Mullen burst strength exceeding 200psi by ASTM-D3786,and the equivalent opening size between 50 and 140 C Filter fabnc shall contain ultraviolet inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 degrees F to 120 degrees F D Representative Manufacturer Mirafi, Inc., or equal. 3.0 EXECUTION 3.01 PREPARATION AND INSTALLATION A Provide erosion and sediment control systems at the locations shown on Plans. Such systems shall be of the type indicated and shall be constructed in accordance with the requirements shown on the Plans and specified in this Section. B Erosion and sediment control measures shall be in place prior to the start of any Work that exposes the soil, other than as specifically directed by the Engineer to allow soil testing and surveying. C Regularly inspect and repair or replace damaged components of filter fabric fence as specified in this Section, 3 02F Unless otherwise:directed, maintain the erosion and sediment control systems until the Work is accepted by the Owner Remove erosion and sediment control systems promptly when directed by the Engineer Discard removed materials in accordance with Section 01562—Waste Material Disposal. D Conduct all construction operations under this Contract in conformance with the erosion control practices described in Section 01566—Source Controls for Erosion& Sedimentation. 3.02 CONSTRUCTION METHODS A Provide filter fabric fence systems in accordance with the Plan detail for Filter fabric fence. Filter fabric fence shall be installed in such a manner that surface runoff will percolate through the system in sheet flow fashion and allow sediment to be retained and accumulated. B Attach the filter fabric to 2-inch by 2-inch wooden stakes spaced a maximum of 3 feet apart and embedded a minimum of 8 inches. If filter fabric is factory preassembled 03/2008 01560-2 of 3 CITY OF PEARLAND FILTER FABRIC FENCE with support netting,then maximum spacing allowable is 8 feet. Install wooden stakes at a slight angle toward the source of anticipated runoff. C Trench in the toe of the filter fabric fence with a spade or mechanical trencher as shown on the Plans. Lay filter fabric along the edges of the trench. Backfill and compact trench. D Filter fabric fence shall have a minimum height of 18 inches and a maximum height of 36 inches above natural ground. E Provide the filter fabric in continuous rolls and cut to the length of the fence to minimize the use of joints. When Joints are necessary, splice the Fabnc together only at a support post with a minimum 6-inch overlap and seal securely F Inspect filter fabric fence systems after each rainfall,daily during periods of prolonged rainfall, and at a minimum once each week. Repair or replace damaged sections immediately Remove sediment deposits when silt reaches a depth one-third the height of the fence or 6 inches, whichever is less. END OF SECTION 03/2008 01560-3 of 3 CITY OF PEARLAND TREE AND PLANT PROTECTION Section 01563 TREE AND PLANT PROTECTION 1.0 GENERAL 1.01 SECTION INCLUDES A Tree and plant protection. B References to Technical Specifications None 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 PROJECT CONDITIONS A Preserve and protect existing trees and plants to remain from foliage,branch,trunk,or root damage that could result from construction operations. B Prevent following types of damage. 1 Compaction of root zone by foot or vehicular traffic, or material storage. 2. Trunk damage from equipment operations, material storage, or from nailing or bolting. 3 Trunk and branch damage caused by ropes or guy wires or machine impacts. 4 Root poisoning from spilled solvents, gasoline,paint, and other noxious materials. 5 Branch damage due to improper pruning or trimming. 6 Damage from lack of water due to a. Cutting or altering natural water migration patterns near root zones. b Failure to provide adequate watering. 7 Damage from alteration of soil pH factor caused by depositing lime, concrete, plaster, or other base materials near roots. 8 Cutting feeder of roots or roots larger than 1-1/2 inches in diameter 1.04 DAMAGE ASSESSMENT A When trees,,other than those designated for removal, are destroyed or badly damaged as a result of construction operations,remove and replace with same size,species,and variety up to and including 8 inches in trunk diameter Trees larger than 8 inches in diameter shall be replaced with an 8-inch diameter tree of the same species and variety and total contract amount will be reduced by an amount determined from the following International Shade Tree Conference formula. 0 7854 x D2 x $10 00 where D is diameter in inches of tree or shrub trunk measured 12 inches above grade. B All necessary tree replacements shall be as approved by Engineer/Urban Forester 02/2013 01563- 1 of 4 CITY OF PEARLAND TREE AND PLANT PROTECTION 2.0 PRODUCTS 2.01 MATERIALS A Asphalt paint: Emulsified asphalt or other adhesive, elastic, antiseptic coating formulated for horticultural use on cut or injured plant tissue,free from kerosene and coal creosote B Burlap Suitable for use as tree wrapping. C Fertilizer Liquid containing 20 percent nitrogen, 10 percent phosphorus, and 5 percent potash. D Temporary Barrier Fence. Plastic, bright orange color for visibility, 48 inches in height, 8.5 pounds weight minimum. 3.0 EXECUTION 3.01 PROTECTION AND MAINTENANCE OF EXISTING TREES AND SHRUBS A Except for trees and shrubs shown on Plans to be removed,all trees and shrubs within the Project Site area are to remain and be protected from damage. B For designated trees to be removed,perform the following: 1 Stake nght-of-way limits and identify any tree of diameter greater than 4 inches which is to be removed. Mark trees,prior to felling with an X in orange paint, clearly visible, on the trunk, and at eye level. 2. After marking trees give a minimum of 48-hours notice in writing to the Engineer of intent to begin felling operations. 3 Trees whose trunks are only partially in the nght-of-way shall be protected and preserved as described below C For trees or shrubs to remain,perform the following: 1 Trim trees and shrubs only as necessary a. Trees and shrubs requiring pruning for construction should also be pruned for balance as well as to maintain proper form and branching habit. b Cut limbs at branch collar No stubs should remain on trees. Branch cuts should not gouge outer layer of tree structure or trunk. 2. Use extreme care to prevent excessive damage to root systems. a. Roots in construction areas will be cut smoothly with a trencher before excavation begins. Do not allow ripping of roots with a backhoe or other equipment. b Temporarily cover exposed roots with wet burlap to prevent roots from drying out. c. Cover exposed roots with soil as soon as possible. 3 Prevent damage or compaction of root zone (area inside dripline)by construction activities. a. Do not allow scarring of trunks or limbs by equipment or other means. 02/2013 01563-2 of 4 CITY OF PEARLAND TREE AND PLANT PROTECTION b Do not store construction materials, vehicles, or excavated material inside dripline of trees. c. Do not pour liquid materials inside dripline. 4 Water and fertilize trees and shrubs that will remain to maintain their health during construction period. a. Supplemental watering of landscaping during construction should be done once a week in months receiving average rainfall and twice a week in months receiving below average rainfall. b This watering shall consist of saturating soils at least 6 to 8 inches beneath surface. 5 Water areas currently being served by private sprinkler systems while systems are temporarily taken out of service to maintain health of existing landscapes. 6 At option of the Contractor and with the Engineer's permission,trees and shrubs to remain may be temporarily transplanted and returned to original positions under supervision of professional horticulturist. 3.02 PROTECTIVE CONTROLS A Protection of trees or shrubs in open area. 1 Install steel drive-in fence posts in protective circle, approximately 8 feet on center, at the dripline of the leaf canopy of trees or 2 ft. around shrubs. 2. Drive steel drive-m fence posts 3 feet minimum into ground, leaving 5 feet minimum above ground. 3 For trees or shrubs in paved areas,use moveable posts constructed from concrete-filled steel pipe 2-1/2 inches minimum in diameter mounted in rubber auto tires filled with concrete. 4 Mount plastic temporary barrier safety fence on posts. B Timber-wrap protection for trees in close proximity of moving or mechanical equipment and construction work: 1 Wrap trunk with layer of burlap 2. Install 2 x 4's or 2 x 6's (5-foot to 6-foot lengths)vertically, spaced 3 inches to 5 inches apart around circumference of tree trunk. 3 Tie in place with 12 to 9 gage steel wire. 3.03 MAINTENANCE OF NEWLY PLANTED TREES A Water newly planted trees adequately to maintain and support healthy plants at the time of planting. B The Contractor guarantees that trees planted for this Work shall remain alive and healthy at least until the end of a one-year warranty period. 1 Within four weeks of notice from Owner, Contractor shall replace, at his expense, any dead trees or any trees that in the opinion of Owner,have become unhealthy or unsightly or have lost their natural shape as a result of additional growth, improper pruning or maintenance, or weather conditions. 02/2013 01563 -3 of4 CITY OF PEARLAND TREE.AND PLANT PROTECTION 2. When tree must be replaced, the guarantee penod for that tree shall begin on date of replacement of tree, subject to the Owner's inspection, for no less than one year 3 Straighten leaning trees and bear entire cost. 4 Dispose of trees rejected at any time by Engineer at Contractor's expense. END OF SECTION 02/2013 01563 -4 of 4 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER Section 01564 CONTROL OF GROUND WATER AND SURFACE WATER 1.0 GENERAL 1.01 SECTION INCLUDES A Dewatenng,depressunzing,draining,and maintaining trench and structure excavations and foundation beds in dry and stable condition. B Protecting work against surface runoff and rising flood waters. C Disposing of removed water D References to Technical Specifications. 1 Section 01200—Measurement&Payment Procedures 2. Section 01350—Submittals 3 Section 01570—Trench Safety Systems 4 Section 01565 —TPDES Requirements 5 Section 01566—Source Controls for Erosion & Sedimentation E Referenced Standards. 1 Occupational Safety and Health Administration (OSHA) 2. Texas Commission on Environmental Quality(TCEQ) 3 Code of Ordinances, City of Pearland, Texas 4 Water Well Drillers and Pump Installers Advisory Council (WWD/PI) F Definitions. 1 Ground Water Control Systems -installations external to the excavation such as well points, eductors, or deep wells. Ground water control includes dewatering and depressunzation. a. Dewatering-lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations and disposing of removed water The intent of dewatering is to increase stability of excavated slopes, prevent dislocation of material from slopes or bottoms of excavations,reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of excavated material,prevent failure or heaving of the bottom of excavations, and to provide suitable conditions for placement of backfill materials and construction of structures and other installations. b Depressurization-reduction in piezometric pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of excavation bottom. 2. Surface Water Control-diversion and drainage of surface water runoff and rain water away from the excavation. 3 Excavation Drainage -keeping excavations free of surface and seepage water 02/2008 01564- 1 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER 1.02 MEASUREMENT AND PAYMENT A Measurement for and control of ground water for open cut pipe excavations shall be on a linear foot basis and shall not exceed the length of open cut pipe installation in the area requiring ground water control. B Unless indicated as a Bid Item,no separate paymentwill be made for control of ground water for any condition(s) other than those described in this Section, 1 02A. No separate payment will be made for control of surface water Include the cost to control non-pipe excavation ground water and surface water in price for Work requiring such controls. C Refer to Section 01200—Measurement&Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit a Ground Water and Surface Water Control Plan for review by the Engineer prior to start of any field work. The plan shall be signed by a Professional Engineer registered in the State of Texas. The plan shall include the following: 1 Results of subsurface investigation and description of the extent and characteristics of water bearing layers subject to ground water control. 2. Names of equipment suppliers and installation subcontractors. 3 A description of proposed ground water control systems indicating arrangement, location, depth and capacities of system components, installation details and criteria, and operation and maintenance procedures. 4 A description of proposed monitoring and control system indicating depths and locations of piezometers and monitoring wells, monitoring installation details and criteria, type of equipment and instrumentation with pertinent data and characteristics. 5 A description of proposed filters including types, sizes, capacities and manufacturer's application recommendations. 6. Design calculations demonstrating adequacy of proposed systems for intended applications. Define potential area of influence of ground water control operation near contaminated areas. 7 Operating requirements, including piezometric control elevations for dewatering and depressurization. 8 Excavation drainage methods including typical drainage layers, sump pump application and other necessary means. 9 Surface water control and drainage installations. 10 Proposed methods and locations for disposing of removed water C Submit the following records upon completed initial installation. 1 Installation and development reports for well points, eductors, and deep wells. 02/2008 01564-2 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER 2. Installation reports and baseline readings for piezometers and monitoring wells. 3 Baseline analytical test data of water from monitoring wells. 4 Initial flow rates. D Submit the following records on a weekly basis during operations 1 Records of flow rates and piezometric elevations obtained during monitoring of dewatering and depressurization. Refer to this Section, 3 02 "Requirements for Eductor, Well Points, or Deep Wells" 2. Maintenance records for ground water control installations, piezometers, and monitoring wells. E Submit the following records at end of the Work. Decommissioning(abandonment) reports for monitoring wells and piezometers installed by other during the design phase and left for Contractor's momtoring and use. 1.04 PERFORMANCE REQUIREMENTS A Conduct subsurface investigations to identify groundwater conditions and to provide parameters for design, installation, and operation of groundwater control systems. B Design a ground water control system, compatible with the requirements of OSHA Standards - 29 CFR, Part 1926, and Section 01570 - Trench Safety Systems of these Technical Specifications, to produce the following results 1 Effectively reduce the hydrostatic pressure affecting excavations. 2. Develop a substantially dry and stable subgrade for subsequent construction operations. 3 Preclude damage to adjacent properties,buildings, structures, utilities, installed facilities, and other work. 4 Prevent the loss of fines, seepage, boils, quick condition, or softening of the foundation strata. 5 Maintain stability of sides and bottom of excavations. C Ground water control systems may include single-stage or multiple-stage well point systems, eductor and ejector-type systems, deep wells, or combinations of these equipment types. D Provide drainage of seepage water and surface water, as well as water from any other source entenng the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together with sump pumping. E Provide ditches,berms,pumps and other methods necessary to divert and drain surface water from excavation and other work areas. F Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water wells. 02/2008 01564-3 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND " AND SURFACE WATER G Assume sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells,or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent structures, and water wells. I Provide environmental monitoring wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use. I 1.05 ENVIRONMENTAL REQUIREMENTS A Comply with requirements of agencies having jurisdiction. I B Comply with TCEQ regulations and WWD/PI Advisory Council for development, drilling, and abandonment of wells used in dewatering system. C Obtain permit from TCEQ under the Texas Pollutant Discharge Elimination System (TPDES),for storm water discharge from construction sites. Refer to Section 01565— TPDES, 3 02 "Certification Requirements" D Obtain all necessary permits from agencies with control over the use of groundwater and matters affecting well installation, water discharge, and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for;the required approvals. E Momtor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. F Implement control of ground and surface water under the provisions of Section 01566 —Source Controls for Erosion& Sedimentation. 2.0 PRODUCTS 2.01 EQUIPMENT AND MATERIALS A Equipment and materials are at the option of Contractor as necessary to achieve desired results for dewatering. Selected equipment and materials are subject to review - 02/2008 01564-4 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER of the Engineer through Submittals required in Section 01350 — Submittals, 1 06 "Operations and Maintenance Data" B Eductors, well points, or deep wells, where used, must be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design, installation, and operation. C Equipment and instrumentation for monitoring and control of the groundwater control system includes piezometers and monitoring wells, and devices, such as flow meters, for observing and recording flow rates. D All equipment must be in good repair and operating order E Sufficient standby equipment and materials shall be kept available to ensure continuous operation, where required. 3.0 EXECUTION 3.01 GROUND WATER CONTROL A Perform a subsurface investigation by borings as necessary to identify water bearing layers,piezometric pressures,and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the drawdown characteristics of the water-bearing layers. The results shall be presented in the Ground Water and Surface Water Control Plan. Refer to this Section, 1 03B B Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property C Install, operate, and maintain ground water control systems in accordance with the Plan. Notify Engineer in writing of any changes made to accommodate field conditions and changes to the Work. Provide revised drawings and calculations with such notification. D Provide for continuous system operation, including nights, weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source for dewatenng system. E Monitor operations to verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. F Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed works. Allowable piezometric elevations shall be defined in the Plan. 02/2008 01564-5 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND i AND SURFACE WATER G Maintain water level below subgrade elevation. Do not allow levels to rise until foundation concrete has achieved design strength. H During backfilling,dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. I Provide a uniform diameter for each pipe drain [run constructed for dewatering. Remove pipe drain when it has served its purpose. !If removal of pipe is impractical, provide grout connections at 50-foot intervals and fill pipe with cement-bentonite grout or cement-sand grout when pipe is removed from service. J Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced,such as for units designed to withstand hydrostatic uplift pressure. Provide a means of;draimng the affected portion of underground system,including standby equipment.' Maintain drainage system during operations and remove it when no longer required. K Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L Compact backfill as required by the Contract Documents. 3.02 REQUIREMENTS FOR EDUCTOR,WELL POINTS, OR DEEP WELLS A For aboveground piping in ground water control system,include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are predrained prior to excavation. Provide separate piezometers for monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor's selected method of work. C Install piezometers or monitoring wells not less than one week in advance of beginning the associated excavation. D Dewatering may be omitted for portions of underdrains or other excavations,but only where auger borings and piezometers or monitoring wells show that soil is predrained by an existing system such that the criteria of the'Ground Water and Surface Water Control Plan are satisfied. 02/2008 01564-6 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER E Replace installations that produce noticeable amounts of sediments after development. F Provide additional ground water control installations or change the methods in the event that the installations according to the Ground Water and Surface Water Control Plan do not provide satisfactory results based on the performance criteria defined by the Plan and by this Section. Submit a revised Plan according to this Section, 1 03A. G Mechanical dewatering equipment shall comply with Chapter 19 NOISE, Code of Ordinances, City of Pearland, Texas. 3.03 EXCAVATION DRAINAGE A Contractor may use excavation drainage methods if necessary to achieve well drained, stable trench conditions. The excavation drainage may consist of the following methods or combination of methods. 1 Sump pumping in combination with. a. Layer of crushed stone and filter fabric. b Sand and gravel drains. 2. Wells for ground water control. B Use sump pumping and a drainage layer, as defined in ASTM D 2321,placed on the foundation beneath pipe bedding or thickened bedding layer of Class I material. 3.04 MAINTENANCE AND OBSERVATION A Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water control installations or excavation drainage are operating in an area. Keep system in good operating condition. B Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds. Continue to maintain and make observations, as specified. D Remove and grout piezometers inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the Engineer 3.05 MONITORING AND RECORDING A Monitor and record average flow rate of operation for each deep well, or for each wellpoint or eductor header used in dewatenng system. Also monitor and record water level and ground water recovery These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter 02/2008 01564-7 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND I AND SURFACE WATER B Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when Engineer determines that more frequent monitoring and recording are required. Comply with Engineer's direction for increased monitonng and recording and take measures as necessary to ensure effective dewatering for intended purpose. 3.06 SURFACE WATER CONTROL A Intercept surface water and divert it away from excavations through use of dikes, ditches,curb walls,pipes,sumps or other approved means. The requirement includes temporary works required to protect adjoining properties from surface drainage caused by construction operations. B Divert surface water and seepage water into sumps and pump it into drainage channels or storm drains, when approved by agencies having jurisdiction. Provide settling basins when required by such agencies. C Provide additional surface water control measures o'r change the methods in the event that the measures according to the Ground Water and Surface Water Control Plan do not provide satisfactory results based on the performance criteria defined by the Plan and by this Section. Submit a revised Plan according to this Section, 1 03B END OF SECTION 02/2008 01564-8 of 8 CITY OF PEARLAND TPDES REQUIREMENTS I Section 01565 TPDES REQUIREMENTS 1.0 GENERAL A As used herein and in conjunction with TPDES General Permit No TXR150000,the term OPERATOR refers to the CONTRACTOR. 1.02 SECTION INCLUDES A Description of the required documentation to be prepared,signed and submitted by the Contractor before conducting construction operations, in accordance with the terms and conditions of the Texas Pollutant Discharge Elimination System(TPDES)General Permit as issued March 5, 2003, re-issued March 5, 2013, and re-issued March 5, 2018, by the Texas Commission on Environmental Quality under the provisions of Section 402 of the Clean Water Act and Section 26 040 of the Texas Water Code B Contractor's responsibility for implementation,maintenance,and inspection of storm water pollution prevention control measures including,but not limited to,erosion and sediment controls,storm water management plans,waste collection and disposal,off- site vehicle tracking,and other practices shown on the Plans or specified elsewhere in this or other Technical Specifications.This Specification provides guidelines and Best Management Practices (BMP's) information for the Contractor to use in adhering to all local, state and federal environmental regulations with respect to storm water pollution prevention during construction activity C References to Technical Specifications 1 Section 01350—Submittals 2. Section 01310—Coordination&Meetings 3 Section 01770—Contract Closeout D Referenced Standards. 1 Texas Commission on Environmental Quality (TCEQ) E Other References. 1 Storm Water Pollution Prevention Plan(SWPPP)found in Appendix A of these Technical Specifications. 1.03 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.04 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 2.0 PRODUCTS - Not Used 08/2018 01565- 1 of 4 CITY OF PEARLAND TPDES REQUIREMENTS 3.0 EXECUTION 3.01 REQUIRED NOTICES A The Contractor shall complete,sign,and date the Contractor's Notice of Intent(NOI) attached in Appendix A. The signed copy of the Contractor's NOI shall be returned to the TCEQ It is contractor's responsibility to pay;for any fees associated with the permit. Submission of the NOI is required by both the Owner and the Contractor before construction operations start. B Upon completion of construction and acceptance of the Work by the Owner, the Contractor shall complete, sign, and date the Contractor's Notice of Termination (NOT) attached in Appendix A. 3.02 CERTIFICATION REQUIREMENTS A On the Operator's Information form attached in Appendix A, the Contractor shall complete name, address, and telephone number for the Contractor; the names of persons or firms responsible for maintenance and inspection of erosion and sediment control measures and all Subcontractors. B The Contractor and Subcontractors named in the Contractor's Information form shall read, sign, and date the Contractor's/Subcontractors Certification form, attached in Appendix A. C The persons or firms responsible for maintenance and inspection of erosion and sediment control measures shall read, sign, and date the Contractor's Inspection and Maintenance Certification form, attached in Appendix A. D The Contractor's Information form and all certification forms shall be submitted to the Owner before beginning construction. E Contractor shall review implementation of the SWPPP in a meeting with the Owner and Engineer prior to start of construction in accordance with Section 01310 — Coordmation& Meetings. 3.03 RETENTION OF RECORDS A The Contractor shall keep a copy of the SWPPP at the Project Site or at the Contractor's office from the date that it became effective to the date the Work is accepted by the Owner B At Contract Closeout,the Contractor shall submit to the Owner all TPDES forms and certifications, as well as a copy of the SWPPP, in accordance with Section 01770— Contract Closeout. The SWPPP records and data will be retained by Owner for a period of 3 years from the date the Work is accepted by the Owner 1 08/2018 01565-2 of 4 CITY OF PEARLAND TPDES REQUIREMENTS 3.04 POSTING OF NOTICES A The following notices shall be posted from the date that this SWPPP goes into effect until the date the Work is accepted by the Owner 1 Copies of the Notices of Intent submitted by the Owner and Contractor and a brief Description of Construction Activity being conducted at the Project Site, as given in Article 1 of the SWPPP, shall be posted at the Project Site or at Contractor's office in a prominent place for public viewing. 2. Notice to drivers of equipment and vehicles, instructing them to stop, check, and clean tires of debris and mud before driving onto traffic lanes. Post such notices at every stabilized construction exit area. 3 In an easily visible location on Project Site,post a notice of waste disposal procedures. 4 Notice of hazardous material handling and emergency procedures shall be posted with the NOI on Project Site. Keep copies of Material Safety Data Sheets at a location on Project Site that is known to all personnel. 5 Keep a copy of each signed certification at the Project Site or at Contractor's office. APPENDIX A FOLLOWS THIS SECTION END OF SECTION 08/2018 01565-3 of 4 CITY OF PEARLAND TPDES REQUIREMENTS Section 01565 TPDES REQUIREMENTS (APPENDIX A) Table of Contents TCEQ General Permit NOI TCEQ Form 20022 i! TCEQ Form—20134 NOC TCEQ Form—20023 �! Ij Site Notice Forms li II II IJ� II II II 08/2018 01565-4 of 4 laselj General Permit to Discharge Under TCEQ the Texas Pollutant Discharge Elimination System Stormwater Discharges Associated with Construction Activities TXR150000 Effective March 5, 2018 printed on TEXAS COMMISSION ON ENVIRONMENTAL QUALITY recycled paper • Texas Commission on Environmental Quality P.O.Box 13087,Austin,Texas 78711-3087 httyi GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM under provisions of Section 402 of the Clean Water Act and Chapter 26 of the Texas Water Code This permit supersedes and replaces TPDES General Permit No.TXR150000,issued March 5,2013 Construction sites that discharge stormwater associated with construction activity located in the state of Texas may discharge to surface water in the state only according to monitoring requirements and other conditions set forth in this general permit,as well as the rules of the Texas Commission on Environmental Quality(TCEQ or Commission),the laws of the State of Texas,and other orders of the Commission of the TCEQ. The issuance of this general permit does not grant to the permittee the right to use private or public property for conveyance of stormwater and certain non-stormwater discharges along the discharge route. This includes property belonging to but not limited to any individual,partnership,corporation or other entity Neither does this general permit authorize any invasion of personal rights nor any violation of federal,state,or local laws or regulations. It is the responsibility of the permittee to acquire property rights as may be necessary to use the discharge route. This general permit and the authorization contained herein shall expire at midnight,five years from the permit effective date. EFFECTIVE DATE. March 5,2018 ISSUED DATE. 2rg.1$ For a Co ission TPDES GENERAL PERMIT NUMBER TXR150000 RELATING TO STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES Table of Contents Part I. Flow Chart and Definitions 5 Section A. Flow Chart to Determine Whether Coverage is Required 5 Section B. Definitions. 6 Part II. Permit Applicability and Coverage 13 Section A. Discharges Eligible for Authorization 13 1. Stormwater Associated with Construction Activity 13 2. Discharges of Stormwater Associated with Construction Support Activities 13 3. Non-Stormwater Discharges 13 4. Other Permitted Discharges 14 Section B. Concrete Truck Wash Out 14 Section C. Limitations on Permit Coverage 14 1. Post Construction Discharges 14 2. Prohibition of Non-Stormwater Discharges 14 3. Compliance with Water Quality Standards 14 4. Impaired Receiving Waters and Total Maximum Daily Load(TMDL)Requirements 14 5. Discharges to the Edwards Aquifer Recharge or Contributing Zone 15 6. Discharges to Specific Watersheds and Water Quality Areas 16 7 Protection of Streams and Watersheds by Other Governmental Entities 16 8. Indian Country Lands 16 9. Oil and Gas Production and Transportation 16 10. Stormwater Discharges from Agricultural Activities. 16 11. Endangered Species Act. 16 12. Other 17 Section D Deadlines for Obtaining Authorization to Discharge 17 1. Large Construction Activities 17 2. Small Construction Activities 17 Section E. Obtaining Authorization to Discharge 17 1. Automatic Authorization for Small Construction Activities with Low Potential for Erosion. 17 2. Automatic Authorization for Small Construction Activities: 18 3. Authorization for Large Construction Activities: 19 Construction General Permit TPDES General Permit TXR150000 4. Waivers for Small Construction Activities: .20 5. Effective Date of Coverage .20 6 Notice of Change(NOC) 21 7 Signatory Requirement for NOI Forms,Notice of Termination(NOT)Forms,NOC Letters,and Construction Site Notices 22 8. Contents of the NOI ... 22 Section F Terminating Coverage 23 1. Notice of Termination(NOT)Required 23 2. Minimum Contents of the NOT 23 3. Termination of Coverage for Small Construction Sites and for Secondary Operators at Large Construction Sites 24 4. Transfer of Day-to-Day Operational Control. 24 Section G Waivers from Coverage 25 1. Waiver Applicability and Coverage. 25 2. Steps to Obtaining a Waiver 26 3. Effective Date of a LREW 26 4. Activities Extending Beyond the LREW Period. 26 Section H. Alternative TPDES Permit Coverage. 27 1. Individual Permit Alternative 27 2. Alternative Authorizations for Certain Discharges 27 3. Individual Permit Required 27 4. Alternative Discharge Authorization 27 Section I. Permit Expiration. 27 Part III. Stormwater Pollution Prevention Plans(SWP3) .28 Section A. Shared SWP3 Development 29 Section B. Responsibilities of Operators 29 1. Secondary Operators and Primary Operators with Control Over Construction Plans and Specifications 29 2. Primary Operators with Day-to-Day Operational Control .30 Section C. Deadlines for SWP3 Preparation,Implementation,and Compliance .30 Section D Plan Review and Making Plans Available .30 Section E. Revisions and Updates to SWP3s 31 Section F Contents of SWP3 31 Section G Erosion and Sediment Control Requirements Applicable to All Sites.. 40 Part IV Stormwater Runoff from Concrete Batch Plants .42 Section A. Benchmark Sampling Requirements .42 Section B. Best Management Practices(BMPs)and SWP3 Requirements .44 Page 3 Construction General Permit TPDES General Permit TXR150000 Section C. Prohibition of Wastewater Discharges. .46 Part V Concrete Truck Wash Out Requirements .46 Part VI. Retention of Records. 47 Part VII.Standard Permit Conditions • 47 Part VIII. Fees .48 Appendix A. Automatic Authorization .5o Appendix B.Erosivity Index(EI)Zones in Texas 52 Appendix C: Isoerodent Map ! 53 Appendix D. Erosivity Indices for EI Zones in Texas 54 Page 4 Construction General Permit TPDES General Permit TXRi50000 Part I. Flow Chart and Definitions Section A. Flow Chart to Determine Whether Coverage is Required When calculating the acreage of land area disturbed, include the disturbed land-area of all construction and construction support activities. How much land will be disturbed?(*1) 1 acre 1 or more acres (*1) ( l) / NO Do you meet the YES Will 5 or more • definition of w acres be disturbed? "operator?"(*2) (CD No YES 1 Permit Coverage Required • Prepare and Implement SWP3 • Post Site Notice • Submit copy of Site Notice to MS4 Operator a Are you a"primary Nr7 operator?"(*2) r Permit Coverage Not Yks Required.Unless Part / Permit Coverage Required of a Larger Common • Prepare and Implement SWP3 Plan of Development • Submit NO1 to TCEQ or Sale • Post Site.'Notice • Submit Copy ofNO1 to MS4 Operator (*1) To determine the size of the construction project,use the size of the entire area to be disturbed,and inchule the size of the larger common plan of development or sale,if the project is part of a larger project(refer to Part 1:B.,"Definitions,"for an explanation of"common plan of development or sale"). (*2) Refer to the definitions for"operator,""primary operator,"and"secondary operator"in Part 1., Section B.of this permit. Page 5 Construction General Permit TPDES General Permit TXR150000 Section B. Definitions Arid Areas-Areas with an average annual rainfall of o to 10 inches. Best Management Practices(BMPs)-Schedules of activities,prohibitions of practices, maintenance procedures,structural controls,local ordinances,and other management practices to prevent or reduce the discharge of pollutants. BMPs also include treatment requirements,operating procedures,and practices to control construction site runoff,spills or leaks,waste disposal,or drainage from raw material storage areas. Commencement of Construction-The initial disturbance of soils associated with clearing,grading,or excavation activities,as well as other construction-related activities (e.g.,stockpiling of fill material,demolition) Common Plan of Development-A construction activity that is completed in separate stages,separate phases,or in combination with other construction activities. A common plan of development(also known as a"common plan of development or sale")is identified by the documentation for the construction project that identifies the scope of the project,and may include plats,blueprints,marketing plans,contracts,building permits,a public notice or hearing,zoning requests,or other similar documentation and activities. A common plan of development does not necessarily include all construction projects within the jurisdiction of a public entity(e.g.,a city or university). Construction of roads or buildings in different parts of the jurisdiction would be considered separate"common plans,"with only the interconnected parts of a project being considered part of a"common plan"(e.g.,a building and its associated parking lot and driveways,airport runway and associated taxiways,a building complex,etc.). Where discrete construction projects occur within a larger common plan of development or sale but are located 1/4 mile or more apart,and the area between the projects is not being disturbed,each individual project can be treated as a separate plan of development or sale,provided that any interconnecting road,pipeline or utility project that is part of the same"common plan"is not included in the area to be disturbed. Construction Activity-Includes soil disturbance activities,including clearing,grading, excavating,construction-related activity(e.g.,stockpiling of fill material,demolition),and construction support activity This does not include routine maintenance that is performed to maintain the original line and grade,hydraulic capacity,or original purpose of the site (e.g.,the routine grading of existing dirt roads,asphalt overlays of existing roads,the routine clearing of existing right-of-ways,and similar maintenance activitis). Regulated construction activity is defined in terms of small and large construction activity Construction Support Activity—A construction-related activity that specifically supports construction activity,which can involve earth disturbance or pollutant-generating activities of its own,and can include,but are not limited to,activities associated with concrete or asphalt batch plants,rock crushers,equipment staging or storage areas,chemical storage areas,material storage areas,material borrow areas,and excavated material disposal areas. Construction support activity must only directly support the construction activity authorized under this general permit. Dewatering—The act of draining rainwater or groundwater from building foundations, vaults,and trenches. Discharge—For the purposes of this permit,the drainage,release,or disposal of pollutants in stormwater and certain non-stormwater from areas where soil disturbing activities(e.g., clearing,grading,excavation,stockpiling of fill material,and demolition),construction materials or equipment storage or maintenance(e.g.,fill piles,borrow area,concrete truck wash out,fueling),or other industrial stormwater directly related to the construction process (e.g.,concrete or asphalt batch plants)are located. Drought-Stricken Area—For the purposes of this permit,an area in which the National Oceanic and Atmospheric Administration's U.S.Seasonal Drought Outlook indicates for the period during which the construction will occur that any of the following conditions are Page 6 Construction General Permit TPDES General Permit TXR150000 likely (1)"Drought to persist or intensify",(2)"Drought ongoing,some improvement",(3) "Drought likely to improve,impacts ease",or(4)"Drought development likely" See http://www.cpc.ncep.noaa.gov/products/expert assessment/seasonal drought.html. Edwards Aquifer-As defined under Texas Administrative Code(TAC)§213.3 of this title (relating to the Edwards Aquifer),that portion of an arcuate belt of porous,water-bearing, predominantly carbonate rocks known as the Edwards and Associated Limestones in the Balcones Fault Zone trending from west to east to northeast in Kinney,Uvalde,Medina, Bexar,Comal,Hays,Travis,and Williamson Counties;and composed of the Salmon Peak Limestone,McKnight Formation,West Nueces Formation,Devil's River Limestone,Person Formation,Kainer Formation,Edwards Formation,and Georgetown Formation. The permeable aquifer units generally overlie the less-permeable Glen Rose Formation to the south,overlie the less-permeable Comanche Peak and Walnut Formations north of the Colorado River,and underlie the less-permeable Del Rio Clay regionally Edwards Aquifer Recharge Zone-Generally,that area where the stratigraphic units constituting the Edwards Aquifer crop out,including the outcrops of other geologic formations in proximity to the Edwards Aquifer,where caves,sinkholes,faults,fractures,or other permeable features would create a potential for recharge of surface waters into the Edwards Aquifer The recharge zone is identified as that area designated as such on official maps located in the offices of the Texas Commission on Environmental Quality(TCEQ)and the appropriate`regional office. The Edwards Aquifer Map Viewer,located at http://www.tceq.texas.gov/compliance/field ops/eapp/mapdisclaimer.html,can be used to determine where the recharge zone is located. Edwards Aquifer Contributing Zone-The area or watershed where runoff from precipitation flows downgradient to the recharge zone of the Edwards Aquifer The contributing zone is located upstream(upgradient)and generally north and northwest of the recharge zone for the following counties:all areas within Kinney County,except the area within the watershed draining to Segment No.2304 of the Rio Grande Basin,all areas within Uvalde,Medina,Bexar,and Comal Counties; all areas within Hays and Travis Counties, except the area within the watersheds draining to the Colorado River above a point 1.3 miles upstream from Tom Miller Dam,Lake Austin at the confluence of Barrow Brook Cove, Segment No.1403 of the Colorado River Basin, and all areas within Williamson County, except the area within the watersheds draining to the Lampasas River above the dam at Stillhouse Hollow reservoir,Segment No.1216 of the Brazos River Basin. The contributing zone is illustrated on the Edwards Aquifer map viewer at http://www.tceq.texas.gov/compliance/field ops/eapp/mapdisclaimer.html. Effluent Limitations Guideline(ELG)—Defined in 4o Code of Federal Regulations (CFR)§122.2 as a regulation published by the Administrator under§3o4(b)of the Clean Water Act(CWA)to adopt or revise effluent limitations. Facility or Activity—For the purpose of this permit,referring to a construction site,the location of construction activity,or a construction support activity that is regulated under this general permit,including all contiguous land and fixtures(for example,ponds and materials stockpiles),structures,or appurtenances used at a construction site or industrial site. Final Stabilization-A construction site status where any of the following conditions are met: (a) All soil disturbing activities at the site have been completed and a uniform(that is, evenly distributed,without large bare areas)perennial vegetative cover with a density of at least 7o%of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures,or equivalent permanent stabilization measures(such as the use of riprap,gabions,or geotextiles) have been employed. Page 7 Construction General Permit TPDES General Permit TXR150000 (b) For individual lots in a residential construction site by either. (1) the homebuilder completing final stabilization as specified in condition(a)above; or (2) the homebuilder establishing temporary stabilization for an individual lot prior to the time of transfer of the ownership of the home to the buyer and after informing the homeowner of the need for,and benefits of,final stabilization.If temporary stabilization is not feasible,then the homebuilder may fulfill this requirement by retaining perimeter controls or BMPs,and informing the homeowner of the need for removal of temporary controls and the establishment of final stabilization. Fulfillment of this requirement must be documented in the homebuilder's stormwater pollution prevention plan(SWP3) (c) For construction activities on land used for agricultural purposes(such as pipelines across crop or range land),final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities,such as buffer strips immediately adjacent to surface water and areas that are not being returned to their preconstruction agricultural use must meet the final stabilization conditions of condition(a)above. (d) In arid,semi-arid,and drought-stricken areas only,all soil disturbing activities at the site have been completed and both of the following criteria have been met: (1) Temporary erosion control measures(for example,degradable rolled erosion control product)are selected,designed,and installed along with an appropriate seed base to provide erosion control for at least three year without active maintenance by the operator,and (2) The temporary erosion control measures are selected,designed,and installed to achieve 7o%of the native background vegetative coverage within three years. Hyperchlorination of Waterlines—Treatment of potable water lines or tanks with chlorine for disinfection purposes,typically following repair or partial replacement of the waterline or tank,and subsequently flushing the contents. Impaired Water-A surface water body that is identified as impaired on the latest approved CWA§3o3(d)List or waters with an EPA-approved or established total maximum daily load(TMDL)that are found on the latest EPA approved Texas Integrated Report of Surface Water Quality for CWA Sections 3o5(b)and 3o3(d),which lists the category 4 and 5 water bodies. Indian Country Land—All land within the limits of any Indian reservation under the jurisdiction of the United States government,notwithstanding the issuance of any patent, and,including rights-of-way running through the reservation, (2)all dependent Indian communities with the borders of the United States whether within he originally or subsequently acquired territory thereof,and whether within or without the limits of a state; and(3)all Indian allotments,the Indian titles to which have not been extinguished, including rights-of-way running through the same. (4o CFR§122.2) Indian Tribe-Any Indian Tribe,band,group,or community recognized by the Secretary of the Interior and exercising governmental authority over a Federal Indian Reservation(4o CFR§122.2). Infeasible—Not technologically possible,or not economically practicable and achievable in light of best industry practices. (4o CFR§45o.11(b)). Large Construction Activity-Construction activities including clearing,grading,and excavating that result in land disturbance of equal to or greater than five(5)acres of land. Large construction activity also includes the disturbance of less thin five(5)acres of total Page 8 Construction General Permit TPDES General Permit TXR150000 land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than five(5)acres of land. Large construction activity does not include routine maintenance that is performed to maintain the original line and grade,hydraulic capacity,or original purpose of the site(for example,the routine grading of existing dirt roads,asphalt overlays of existing roads,the routine clearing of existing right-of-ways,and similar maintenance activities.) Linear Project—Includes the construction of roads,bridges,conduits,substructures, pipelines,sewer lines,towers,poles,cables,wires,connectors,switching,regulating and transforming equipment and associated ancillary facilities in a long,narrow area. Low Rainfall Erosivity Waiver(LREW)-A written submission to the executive director from an operator of a construction site that is considered as small construction activity under the permit,which qualifies for a waiver from the requirements for small construction activities,only during the period of time when the calculated rainfall erosivity factor is less than five(5) Minimize-To reduce or eliminate to the extent achievable using stormwater controls that are technologically available and economically practicable and achievable in light of best industry practices. Municipal Separate Storm Sewer System(MS4)-A separate storm sewer system owned or operated by the United States,a state,city,town,county,district,association,or other public body(created by or pursuant to state law)having jurisdiction over the disposal of sewage,industrial wastes,stormwater,or other wastes,including special districts under state law such as a sewer district,flood control or drainage district,or similar entity,or an Indian tribe or an authorized Indian tribal organization,that discharges to surface water in the state. Notice of Change(NOC)—Written notification to the executive director from a discharger authorized under this permit,providing changes to information that was previously provided to the agency in a notice of intent form. Notice of Intent(NOI) -A written submission to the executive director from an applicant requesting coverage under this general permit. Notice of Termination(NOT)-A written submission to the executive director from a discharger authorized under this general permit requesting termination of coverage. Operator-The person or persons associated with a large or small construction activity that is either a primary or secondary operator as defined below. Primary Operator—the person or persons associated with construction activity that meets either of the following two criteria. (a) the person or persons have on-site operational control over construction plans and specifications,including the ability to make modifications to those plans and specifications;or (b) the person or persons have day-to-day operational control of those activities at a construction site that are necessary to ensure compliance with a Storm Water Pollution Prevention Plan(SWP3)for the site or other permit conditions(for example,they are authorized to direct workers at a site to carry out activities required by the SWP3 or comply with other permit conditions). Secondary Operator—The person or entity,often the property owner,whose operational control is limited to: (a) the employment of other operators,such as a general contractor,to perform or supervise construction activities,or Page 9 Construction General Permit TPDES General Permit TXRi50000 (b) the ability to approve or disapprove changes to construction plans and specifications, but who does not have day-to-day on-site operational control over construction activities at the site. Secondary operators must either prepare their own SWP3 or participate in a shared SWP3 that covers the areas of the construction site,where they have control over the construction plans and specifications. If there is not a primary operator at the construction site,then the secondary operator is defined as the primary operator and must comply with the requirements for primary operators. Outfall-For the purpose of this permit,a point source at the point where stormwater runoff associated with construction activity discharges to surface water in the state and does not include open conveyances connecting two municipal separate storm sewers,or pipes, tunnels,or other conveyances that connect segments of the same stream or other water of the U.S.and are used to convey waters of the U.S. Permittee-An operator authorized under this general permit. The"authorization may be gained through submission of a notice of intent,by waiver,or by metinge the requirements for automatic coverage to discharge stormwater runoff and certain non-stormwater discharges from construction activity Point Source—Any discernible,confined,and discrete conveyance;including but not limited to,any pipe,ditch,channel,tunnel,conduit,well,discrete fissure,container,rolling stock concentrated animal feeding operation,landfill leachate collection system,vessel or other floating craft from which pollutants are,or maybe,discharged This term does not include return flows from irrigated agriculture or agricultural stormwater runoff(4o CFR §122.2). Pollutant-Dredged spoil,solid waste,incinerator residue,sewage,Igarbage,sewage sludge, filter backwash,munitions,chemical wastes,biological materials,radioactive materials,heat, wrecked or discarded equipment,rock,sand,cellar dirt,and industrial,municipal,and agricultural waste discharged into any surface water in the state. Thre term"pollutant"does not include tail water or runoff water from irrigation or rainwater runoff from cultivated or uncultivated rangeland,pastureland,and farmland. For the purpose of this permit,the term "pollutant"includes sediment. Pollution-The alteration of the physical,thermal,chemical,or biological quality of,or the contamination of,any surface water in the state that renders the water harmful,detrimental, or injurious to humans,animal life,vegetation,or property or to public health,safety,or welfare,or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose(Texas Water Code(TWC)§26.001(14)) Rainfall Erosivity Factor(R factor)-the total annual erosive potential that is due to climatic effects,and is part of the Revised Universal Soil Loss Equation(RUSLE). Receiving Water-A"Water of the United States"as defined in 4o CFR§122.2 or a surface water in the state into which the regulated stormwater discharges. Semiarid Areas-areas with an average annual rainfall of 10 to 20,inches. Separate Storm Sewer System-A conveyance or system of conveyances(including roads with drainage systems,streets,catch basins,curbs,gutters,ditches,man-made channels,or storm drains),designed or used for collecting or conveying stormwater;that is not a combined sewer,and that is not part of a publicly owned treatment works(POTW) Small Construction Activity-Construction activities including clearing,grading,and excavating that result in land disturbance of equal to or greater than one(1)acre and less than five(5)acres of land. Small construction activity also includes the disturbance of less than one(i)acre of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one(1)and Page 10 Construction General Permit TPDES General Permit TXRi50000 less than five(5)acres of land. Small construction activity does not include routine maintenance that is performed to maintain the original line and grade,hydraulic capacity,or original purpose of the site(for example,the routine grading of existing dirt roads,asphalt overlays of existing roads,the routine clearing of existing right-of-ways,and similar maintenance activities) Steep Slopes—Where a state,Tribe,local government,or industry technical manual(e.g. stormwater BMP manual)has defined what is to be considered a"steep slope",this permit's definition automatically adopts that definition. Where no such definition exists,steep slopes are automatically defined as those that are 15 percent or greater in grade. Stormwater(or Stormwater Runoff)-Rainfall runoff,snow melt runoff,and surface runoff and drainage. Stormwater Associated with Construction Activity-Stormwater runoff,as defined above,from a construction activity Structural Control(or Practice)-A pollution prevention practice that requires the construction of a device,or the use of a device,to reduce or prevent pollution in stormwater runoff. Structural controls and practices may include but are not limited to• silt fences, earthen dikes,drainage swales,sediment traps,check dams,subsurface drains,storm drain inlet protection,rock outlet protection,reinforced soil retaining systems,gabions,and temporary or permanent sediment basins. Surface Water in the State- Lakes,bays,ponds,impounding reservoirs,springs,rivers, streams,creeks,estuaries,wetlands,marshes,inlets,canals,the Gulf of Mexico inside the territorial limits of the state(from the mean high water mark(MHWM)out 10.36 miles into the Gulf),and all other bodies of surface water,natural or artificial,inland or coastal,fresh or salt,navigable or non-navigable,and including the beds and banks of all water-courses and bodies of surface water,that are wholly or partially inside or bordering the state or subject to the jurisdiction of the state;except that waters in treatment systems which are authorized by state or federal law,regulation,or permit,and which are created for the purpose of waste treatment are not considered to be water in the state. Temporary Stabilization-A condition where exposed soils or disturbed areas are provided a protective cover or other structural control to prevent the migration of pollutants. Temporary stabilization may include temporary seeding,geotextiles,mulches,and other techniques to reduce or eliminate erosion until either permanent stabilization can be achieved or until further construction activities take place. Thawing Conditions—for the purposes of this permit,thawing conditions are expected based on the historical likelihood of two or more days with daytime temperatures greater than 32 T This date can be determined by looking at historical weather data. Note: The estimation of thawing conditions is for planning purposes only During construction,the permittee will be required to conduct site inspections based upon actual conditions(i.e.,if thawing conditions occur sooner than expected,the permittee will be required to conduct inspections at the regular frequency). Total Maximum Daily Load(TMDL)-The total amount of a pollutant that a water body can assimilate and still meet the Texas Surface Water Quality Standards. Turbidity—A condition of water quality characterized by the presence of suspended solids and/or organic material. Waters of the United States-Waters of the United States or waters of the U.S.means: (a) all waters which are currently used,were used in the past,or may be susceptible to use in interstate or foreign commerce,including all waters which are subject to the ebb and flow of the tide; (b) all interstate waters,including interstate wetlands; Page 11 Construction General Permit TPDES General Permit TXRi50000 (c) all other waters such as intrastate lakes,rivers,streams(including intermittent streams),mudflats,sandflats,wetlands,sloughs,prairie potholes,wet meadows, playa lakes,or natural ponds that the use,degradation,or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (1) which are or could be used by interstate or foreign travelers for recreational or other purposes; (2) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce;or (3) which are used or could be used for industrial purposes by industries in interstate commerce; (d) all impoundments of waters otherwise defined as waters of the United States under this definition, (e) tributaries of waters identified in paragraphs(a)through(d)of this definition, (f) the territorial sea,and (g) wetlands adjacent to waters(other than waters that are themselves wetlands) identified in paragraphs(a)through(f)of this definition. Waste treatment systems,including treatment ponds or lagoons designed to meet the requirements of CWA are not waters of the U.S. This exclusion applies only to manmade bodies of water which neither were originally created in waters of the U.S. (such as disposal area in wetlands)nor resulted from the impoundment of waters of the U.S. Waters of the U.S.do not include prior converted cropland. Notwithstanding the determination of an area's status as prior converted cropland by any other federal agency,for the purposes of the CWA,the final authority regarding CWA jurisdiction remains with EPA. Page 12 Part II. Permit Applicability and Coverage Section A. Discharges Eligible for Authorization �. Stormwater Associated with Construction Activity Discharges of stormwater runoff and certain non-stormwater discharges from small and large construction activities may be authorized under this general permit. 2. Discharges of Stormwater Associated with Construction Support Activities Discharges of stormwater runoff and certain non-stormwater discharges from construction support activities as defined in Part I.B of this general permit may be authorized,provided that the following conditions are met: (a) the construction support activities are located within one(1)mile from the boundary of the construction site where the construction activity authorized under the permit is being conducted that requires the support of these activities; (b) an SWP3 is developed for the permitted construction site according to the provisions in Part III.F of this general permit,and includes appropriate controls and measures to reduce erosion and the discharge of pollutants in stormwater runoff according to the provisions in Part III.G of this general permit; (c) the activities are directly related to the construction site; (d) the activities are not a commercial operation,nor serve other unrelated construction projects;and (e) the activities do not continue to operate beyond the completion of the construction activity at the project it supports. Construction support activities that operate outside the terms provided in(a)through(e) above must obtain authorization under a separate Texas Pollutant Discharge Elimination System(TPDES)permit,which may include the TPDES Multi Sector General Permit(MSGP),TXRo50000(related to stormwater discharges associated with industrial activity),an alternative general permit(if available),or an individual water quality permit. 3. Non-Stormwater Discharges The following non-stormwater discharges from sites authorized under this general permit are also eligible for authorization under this general permit: (a) discharges from fire-fighting activities(fire-fighting activities do not include washing of trucks,run-off water from training activities,test water from fire suppression systems,or similar activities); (b) uncontaminated fire hydrant flushings(excluding discharges of hyperchlorinated water,unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life),which include flushings from systems that utilize potable water,surface water,or groundwater that does not contain additional pollutants(uncontaminated fire hydrant flushings do not include systems utilizing reclaimed wastewater as a source water); (c) water from the routine external washing of vehicles,the external portion of buildings or structures,and pavement,where detergents and soaps are not used, where spills or leaks of toxic or hazardous materials have not occurred(unless spilled materials have been removed, and if local state,or federal regulations are applicable,the materials are removed according to those regulations),and where the purpose is to remove mud,dirt,or dust; Construction General Permit TPDES General Permit TXRi50000 (d) uncontaminated water used to control dust; (e) potable water sources,including waterline flushings,but excluding discharges of hyperchlorinated water,unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life; (f) uncontaminated air conditioning condensate; (g) uncontaminated ground water or spring water,including foundation or footing drains where flows are not contaminated with industrial materials such as solvents; and (h) lawn watering and similar irrigation drainage. 4. Other Permitted Discharges Any discharge authorized under a separate National Pollutant Discharge Elimination System(NPDES),TPDES,or TCEQ permit may be combined with discharges authorized by this general permit,provided those discharges comply with the associated permit. Section B. Concrete Truck Wash Out The wash out of concrete trucks at regulated construction sites must be performed in accordance with the requirements of Part V of this general permit. Section C. Limitations on Permit Coverage 1. Post Construction Discharges Discharges that occur after construction activities have been completed,and after the construction site and any supporting activity site have undergone final stabilization,are not eligible for coverage under this general permit. Discharges originating from the sites are not authorized under this general permit following the submission of the notice of termination(NOT)or removal of the appropriate site notice,as'applicable,for the regulated construction activity 2. Prohibition of Non-Stormwater Discharges Except as otherwise provided in Part II.A of this general permit,only discharges that are composed entirely of stormwater associated with construction activity may be authorized under this general permit. 3. Compliance with Water Quality Standards Discharges to surface water in the state that would cause,have the reasonable potential to cause,or contribute to a violation of water quality standards for that would fail to protect and maintain existing designated uses of surface water in the state are not eligible for coverage under this general permit. The executive director may require an application for an individual permit or alternative general permit(see Parts II.H.2 and 3.)to authorize discharges to surface water in the state if the executive director determines that any activity will cause,has the reasonable potential to cause,or contribute to a violation of water quality standards or is found to cause,has the reasonable potential to cause,or contribute to,the impairment of a designated use. The executive director may also require an application for an individual permit considering factors described in Part II.H.3 of this general permit. 4. Impaired Receiving Waters and Total Maximum Daily Load(TMDL)Requirements The permittee shall determine whether the authorized discharge is to an impaired water body on the latest EPA-approved CWA Section 3o3(d)List or waters with an EPA- approved or established TMDL that are found on the latest EPA-approved Texas Page 14 Construction General Permit TPDES General Permit TXR150000 Integrated Report of Surface Water Quality for CWA Sections 3o5(b)and 3o3(d), which lists the category 4 and 5 water bodies. New sources or new discharges of the pollutants of concern to impaired waters are not authorized by this permit unless otherwise allowable under 3o TAC Chapter 305 and applicable state law Impaired waters are those that do not meet applicable water quality standard(s)and are listed as category 4 or 5 in the current version of the Texas Integrated Report of Surface Water Quality,and waterbodies listed on the CWA§ 303(d)list. Pollutants of concern are those for which the water body is listed as impaired. Discharges of the pollutants of concern to impaired water bodies for which there is a TMDL are not eligible for coverage under this general permit unless they are consistent with the approved TMDL. Permittees must incorporate the conditions and requirements applicable to their discharges into their SWP3,in order to be eligible for coverage under this general permit. For consistency with the construction stormwater-related items in an approved TMDL,the SWP3 must be consistent with any applicable condition,goal,or requirement in the TMDL,TMDL Implementation Plan(I-Plan),or as otherwise directed by the executive director 5. Discharges to the Edwards Aquifer Recharge or Contributing Zone Discharges cannot be authorized by this general permit where prohibited by 3o TAC Chapter 213(relating to Edwards Aquifer). In addition,commencement of construction (i.e.,the initial disturbance of soils associated with clearing,grading,or excavating activities,as well as other construction-related activities such as stockpiling of fill material and demolition)at a site regulated under 3o TAC Chapter 213,may not begin until the appropriate Edwards Aquifer Protection Plan(EAPP)has been approved by the TCEQ's Edwards Aquifer Protection Program. (a) For new discharges located within the Edwards Aquifer Recharge Zone,or within that area upstream from the recharge zone and defined as the Contributing Zone (CZ),operators must meet all applicable requirements of,and operate according to, 3o TAC Chapter 213(Edwards Aquifer Rule)in addition to the provisions and requirements of this general permit. (b) For existing discharges located within the Edwards Aquifer Recharge Zone,the requirements of the agency-approved Water Pollution Abatement Plan(WPAP) under the Edwards Aquifer Rule is in addition to the requirements of this general permit. BMPs and maintenance schedules for structural stormwater controls,for example,may be required as a provision of the rule. All applicable requirements of the Edwards Aquifer Rule for reductions of suspended solids in stormwater runoff are in addition to the requirements in this general permit for this pollutant. (c) For discharges located within ten stream miles upstream of the Edwards Aquifer recharge zone,applicants shall also submit a copy of the NOI to the appropriate TCEQ regional office. Counties: Comal,Bexar,Medina,Uvalde,and Kinney Contact: TCEQ Water Program Manager San Antonio Regional Office 1425o Judson Road San Antonio,Texas 78233-4480 (210)490-3096 Counties: Williamson,Travis,and Hays Contact: TCEQ Water Program Manager Austin Regional Office 12100 Park 35 Circle Page 15 Construction General Permit TPDES General Permit TXR150000 Room 179,Building A Austin,Texas 78753 (512)339-2929 6. Discharges to Specific Watersheds and Water Quality Areas Discharges otherwise eligible for coverage cannot be authorized by this general permit where prohibited by 3o TAC Chapter 311(relating to Watershed Protection)for water quality areas and watersheds. 7 Protection of Streams and Watersheds by Other Governmental Entities This general permit does not limit the authority or ability of fed 7 al,other state,or local governmental entities from placing additional or more stringenOrequirements on construction activities or discharges from construction activities For example,this permit does not limit the authority of a home-rule municipality provided by Texas Local Government Code§401.002. 8. Indian Country Lands Stormwater runoff from construction activities occurring on Indian Country lands are not under the authority of the TCEQ and are not eligible for coverage under this general permit. If discharges of stormwater require authorization under federal NPDES regulations,authority for these discharges must be obtained from the U.S. Environmental Protection Agency(EPA). 9. Oil and Gas Production and Transportation Stormwater runoff from construction activities associated with the exploration, development,or production of oil or gas or geothermal resources,including transportation of crude oil or natural gas by pipeline,are not under the authority of the TCEQ and are not eligible for coverage under this general permit. Authorization for stormwater discharges from construction activities that are associated with production of oil or gas or geothermal resources,including transportation of crude oil or natural gas by pipeline must be obtained,as required,from the U.S.EPA or the Texas Railroad Commission,as applicable. Discharge of stormwater related to construction activity, from a facility that stores both refined products intended for off;site use and crude oil in aboveground storage tanks,is regulated by the TCEQ and is eligible for coverage under this general permit. 10. Stormwater Discharges from Agricultural Activities Stormwater discharges from agricultural activities that are not point source discharges of stormwater are not subject to TPDES permit requirements. These activities may include clearing and cultivating ground for crops,construction of fences to contain livestock,construction of stock ponds,and other similar agricultural activities. Discharges of stormwater runoff associated with the construction of facilities that are subject to TPDES regulations,such as the construction of concentrated animal feeding operations,would be point sources regulated under this general permit. 11. Endangered Species Act Discharges that would adversely affect a listed endangered or threatened aquatic or aquatic-dependent species or its critical habitat are not authorized by this permit,unless the requirements of the Endangered Species Act are satisfied.Federal requirements related to endangered species apply to all TPDES permitted discharges and site-specific controls may be required to ensure that protection of endangered or threatened species is achieved. If a permittee has concerns over potential impacts to listed species,the permittee may contact TCEQ for additional information. Page 16 Construction General Permit TPDES General Permit TXR1500o0 12. Other Nothing in Part II of the general permit is intended to negate any person's ability to assert force majeure(act of God,war,strike,riot,or other catastrophe)defenses found in 3o TAC§70.7 Section D. Deadlines for Obtaining Authorization to Discharge 1. Large Construction Activities' (a) New Construction-Discharges from sites where the commencement of construction activity occurs on or after the effective date of this general permit must be authorized,either under this general permit or a separate TPDES permit,prior to the commencement of those construction activities. (b) Ongoing Construction-Operators of large construction activities continuing to operate after the effective date of this permit,and authorized under the TPDES Construction General Permit TXR150000(effective on March 5,2013),must submit an NOI to renew authorization or a NOT to terminate coverage under this general permit within 90 days of the effective date of this general permit. During this interim or grace period,as a requirement of this TPDES permit,the operator must continue to meet the conditions and requirements of the 2013 TPDES general permit. 2. Small Construction Activities (a) New Construction-Discharges from sites where the commencement of construction activity occurs on or after the effective date of this general permit must be authorized,either under this general permit or a separate TPDES permit,prior to the commencement of those construction activities. (b) Ongoing Construction-Discharges from ongoing small construction activities that commenced prior to the effective date of this general permit,and that do not meet the conditions to qualify for termination of this permit as described in Part II.F of this general permit,must meet the requirements to be authorized,either under this general permit or a separate TPDES permit,within 90 days of the effective date of this general permit. During this interim period,as a requirement of this TPDES permit,the operator must continue to meet the conditions and requirements of the 2013 TPDES Construction General Permit. Section E. Obtaining Authorization to Discharge 1. Automatic Authorization for Small Construction Activities with Low Potential for Erosion. Operators of small construction activity,as defined in Part I.B of this general permit, shall not submit an NOI for coverage,unless otherwise required by the executive director Operators of small construction activities,which occur in certain counties and during periods of low potential for erosion that do not meet the conditions of the waiver described in Part II.G of this general permit,may be automatically authorized under this general permit if all the following conditions are met. (a) the construction activity occurs in a county and during the corresponding date range(s)listed in Appendix A, (b) the construction activity is initiated and completed,including either final or temporary stabilization of all disturbed areas,within the time frame identified in Appendix A for the location of the construction site; Page 17 Construction General Permit TPDES General Permit TXRi50000 (c) all temporary stabilization is adequately maintained to effetively reduce or prohibit erosion,permanent stabilization activities have been initiated,and a condition of final stabilization is completed no later than 30 days following the end date of the time frame identified in Appendix A for the location of the construction site; (d) the permittee signs a completed TCEQ small construction site notice for low potential for erosion,including the certification statement; (e) a signed and certified copy of the small construction site notice for low potential for erosion is posted at the construction site in a location where it is readily available for viewing by the general public,local,state,and federal authorities prior to commencing construction activities,and maintained in that location until completion of the construction activity; NOTE. Posted site notices may have a redacted signature as long as there is an original signed and certified site notice,with a viewable signature,located on- site and available for review by any applicable regulatory authority (f) a copy of the signed and certified small construction site notice for low potential for erosion is provided to the operator of any MS4 receiving the discharge at least two days prior to commencement of construction activities; (g) discharges of stormwater runoff or other non-stormwater discharges from any supporting concrete batch plant or asphalt batch plant is separately authorized under an individual TPDES permit,another TPDES general permit,or under an individual TCEQ permit where stormwater and non-stormwater is disposed of by evaporation or irrigation(discharges are adjacent to water in the state); and (h) any non-stormwater discharges are either authorized under a separate permit or authorization,are not considered by TCEQ to be a wastewater,or are captured and routed for disposal at a publicly operated treatment works or licensed waste disposal facility If all of the conditions in(a)—(h)above are met,then the operators)of small construction activities with low potential for erosion are not required to develop a SWP3. If an operator is conducting small construction activities and any of the above conditions (a)—(h)are not met,the operator cannot declare coverage under the automatic authorization for small construction activities with low potential for erosion and must meet the requirements for automatic authorization(all other)small construction activities,described below in Part II.E.2. For small construction activities that occur during a period with a low potential for erosion,where automatic authorization under this section is not available,an operator may apply for and obtain a waiver from permitting(Low Rainfall Erosivity Waiver— LREW),as described in Part II.G of this general permit. Waivers from coverage under the LREW do not allow for any discharges of non-stormwater and the operator must ensure that discharges on non-stormwater are either authorized under a separate permit or authorization. 2. Automatic Authorization for Small Construction Activities: Operators of small construction activities as defined in Part I.B of this general permit shall not submit an NOI for coverage,unless otherwise required by the executive director Operators of small construction activities,as defined in Part I.B of this general permit or as defined but who do not meet in the conditions and requirements located in Part II.E.i above,may be automatically authorized for small construction activities,provided that they meet all of the following conditions: Page i8 Construction General Permit TPDES General Permit TXR150000 (a) develop a SWP3 according to the provisions of this general permit,that covers either the entire site or all portions of the site for which the applicant is the operator,and implement the SWP3 prior to commencing construction activities; (b) all operators of regulated small construction activities must post a copy of a signed and certified Small Construction site notice,the notice must be posted at the construction site in a location where it is safely and readily available for viewing by the general public,local,state,and federal authorities,at least two days prior to commencing construction activity,and maintain the notice in that location until completion of the construction activity(for linear construction activities,e.g. pipeline or highway,the site notice must be placed in a publicly accessible location near where construction is actively underway;notice for these linear sites may be relocated,as necessary,along the length of the project,and the notice must be safely and readily available for viewing by the general public;local,state,and federal authorities); (c) operators must maintain a posted site notice at the construction site until final stabilization has been achieved,and NOTE. Posted site notices may have a redacted signature as long as there is an original signed and certified Small Construction site notice,with a viewable signature,located on-site and available for review by an applicable regulatory authority (d) provide a copy of the signed and certified construction site notice to the operator of any municipal separate storm sewer system(MS4)receiving the discharge at least two days prior to commencement of construction activities. As described in Part I.B of this general permit,large construction activities include those that will disturb less than five(5)acres of land,but that are part of a larger common plan of development or sale that will ultimately disturb five(5)or more acres of land,and must meet the requirements of Part II.E.3.below 3. Authorization for Large Construction Activities. Operators of large construction activities that qualify for coverage under this general permit must meet all of the following conditions: (a) develop a SWP3 according to the provisions of this general permit that covers either the entire site or all portions of the site where the applicant is the operator The SWP3 must be developed and implemented prior to obtaining coverage and prior to commencing construction activities; (b) primary operators of large construction activities must submit an NOI prior to commencing construction activity at a construction site.A completed NOI must be submitted to TCEQ electronically using the online e-Permits system on TCEQ's website. Operators with an electronic reporting waiver must submit a completed NOI to TCEQ at least seven(7)days prior to prior to commencing construction activity to obtain provisional coverage seven(7)days from the postmark date for delivery to the TCEQ An authorization is no longer provisional when the executive director finds the NOI is administratively complete and an authorization number is issued to the permittee for the construction site indicated on the NOI. If an additional primary operator is added after the initial NOI is submitted,the additional primary operator must meet the same requirements for existing primary operator(s),as indicated above. If the primary operator changes due to responsibility at the site being transferred from one primary operator to another after the initial NOI is submitted,the new ( primary operator must submit a paper NOI or an electronic NOI at least ten(1o) Page 19 Construction General Permit TPDES General Permit TXR150000 days prior to assuming operational control of a construction site and commencing construction activity Operators that submit NOIs electronically must use the online e-Permits system available through the TCEQ website. 1 (c) all operators of large construction activities must post a site notice in accordance with Part III.D.2 of this permit. The site notice must be located where it is safely and readily available for viewing by the general public,local,state,and federal authorities prior to commencing construction activities,and must be maintained in that location until completion of the construction activity(for linear construction activities,e.g.pipeline or highway,the site notice must be placed in a publicly accessible location near where construction is actively underway;notice for these linear sites may be relocated,as necessary,along the length of the project,and the notice must be safely and readily available for viewing by the general public,local, state,and federal authorities); (d) two days prior to commencing construction activities,all primary operators must: i. provide a copy of the signed NOI to the operator of any MS4 receiving the discharge and to any secondary construction operator,and ii. list in the SWP3 the names and addresses of all MS4 operators receiving a copy; (e) all persons meeting the definition of"secondary operator"in Part I of this permit are hereby notified that they are regulated under this general permit,but are not required to submit an NOI,provided that a primary operator at the site has submitted an NOI,or prior to commencement of construction activities,a primary operator is required to submit an NOI and the secondary operator has provided notification to the operator(s)of the need to obtain coverage(with records of notification available upon request). Any secondary operator notified under this provision may alternatively submit an NOI under this general permit,may seek coverage under an alternative TPDES individual permit,or may seek coverage under an alternative TPDES general permit if available;and (f) all secondary operators of large construction activities must post a copy of the signed and certified Secondary Operator construction site notice and provide a copy of the signed and certified site notice to the operator of any MS4 receiving the discharge at least two days prior to the commencement construction activities. NOTE. Posted site notices may have a redacted signature as long as there is an original signed and certified Secondary Operator construction site notice,with a viewable signature,located on-site and available for review by an applicable regulatory authority Effective September 1, 2018,applicants must submit an NOI using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. 4. Waivers for Small Construction Activities: Operators of certain small construction activities may obtain a waiver from coverage under this general permit,if applicable. The requirements are outlined in Part II.G below 5. Effective Date of Coverage (a) Operators of small construction activities as described in either Part II.E.1 or II.E.2 above are authorized immediately following compliance with the applicable conditions of Part II.E.1 or II.E.2. Secondary operators of large construction Page 20 Construction General Permit TPDES General Permit TXR1500o0 activities as described in Part II.E.3 above are authorized immediately following compliance with the applicable conditions in Part II.E.3. For activities located in ( areas regulated by 3o TAC Chapter 213,related to the Edwards Aquifer,this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction may not commence for sites regulated under 3o TAC Chapter 213 until all applicable requirements of that rule are met. (b) Primary operators of large construction activities as described in Part II.E.3 above that electronically submit an NOI are authorized immediately following confirmation of receipt of the electronic form by the TCEQ,unless otherwise notified by the executive director Operators with an electronic reporting waiver are provisionally authorized seven(7)days from the date that a completed paper NOI is postmarked for delivery to the TCEQ,unless otherwise notified by the executive director An authorization is no longer provisional when the executive director finds the NOI is administratively complete and an authorization number is issued to the permittee for the construction site indicated on the NOI. For construction activities located in areas regulated by 3o TAC Chapter 213,related to the Edwards Aquifer,this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction activities may not commence for sites regulated under 3o TAC Chapter 213 until all applicable requirements of that rule are met. (c) Operators are not prohibited from submitting late NOIs or posting late notices to obtain authorization under this general permit. The TCEQ reserves the right to take appropriate enforcement action for any unpermitted activities that may have occurred between the time construction commenced and authorization was obtained. (d) If operators that submitted NOIs have active authorizations for construction activities that are ongoing when the term of the current general permit expires and a new general permit is issued,a go-day interim(grace)period is granted to provide coverage that is administratively continued until operators with active authorizations can obtain coverage under the newly issued CGP The go-day grace period starts on the effective date of the newly issued CGP Deadlines for obtaining coverage for operators of small and large construction are provided in Part II.D.1 and 2 above. 6. Notice of Change(NOC) If relevant information provided in the NOI changes,the operator that has submitted the NOI must submit an NOC to TCEQ at least fourteen(14)days before the change occurs, if possible. Where a 14-day advance notice is not possible,the operator must submit an NOC to TCEQ within 14-days of discovery of the change. If the operator becomes aware that it failed to submit any relevant facts or submitted incorrect information in an NOI, the correct information must be submitted to TCEQ in an NOC within 14 days after discovery The NOC shall be submitted on a form provided by the executive director,or by letter if an NOC form is not available. A copy of the NOC form or letter must also be placed in the SWP3 and provided to the operator of any MS4 receiving the discharge. A list that includes the names and addresses of all MS4 operators receiving a copy of the NOC(or NOC letter)must be included in the SWP3. Information on an NOC may include,but is not limited to,the following: a change in the description of the construction project;an increase in the number of acres disturbed(for increases of one or more acres);or the name of the operator(where the name of the operator has changed). A transfer of operational control from one operator to another,including a transfer of the ownership of a company Coverage under this general permit is not transferable Page 21 Construction General Permit TPDES General Permit TXR150000 from one operator to another or one company to another,and may not be included in an NOC. 1 A transfer of ownership of a company may include,but is not limited to,the following: changes to the structure of a company,such as changing from a partnership to a corporation or changing corporation types,so that the filing number(or charter number)that is on record with the Texas Secretary of State must be changed. An NOC is not required for notifying TCEQ of a decrease in the number of acres disturbed. This information must be included in the SWP3 and retained on site. Effective September 1, 2018,applicants must submit an NOC using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization toy,discharge. 7 Signatory Requirement for NOI Forms,Notice of Termination(NOT)Forms,NOC Letters,and Construction Site Notices NOI forms,NOT forms,NOC letters,and Construction Site Notices that require a signature must be signed according to 3o TAC§305.44(relating to Signatories for Applications). 8. Contents of the NOI The NOI form shall require,at a minimum,the following information. (a) the TPDES CGP authorization number for existing authorizations under this general permit,where the operator submits an NOI to renew coverage within 90 days of the effective date of this general permit; (b) the name,address,and telephone number of the operator filing the NOI for permit coverage; (c) the name(or other identifier),address,county,and latitude/longitude of the construction project or site; (d) the number of acres that will be disturbed by the applicant; (e) confirmation that the project or site will not be located on Indian Country lands; (f) confirmation that a SWP3 has been developed in accordance with this general permit,that it will be implemented prior to commencement,of construction activities,and that it is compliant with any applicable local sediment and erosion control plans;for multiple operators who prepare a shared SWP3,the confirmation for an operator may be limited to its obligations under the SWP3 provided all obligations are confirmed by at least one operator; (g) name of the receiving water(s), (h) the classified segment number for each classified segment that receives discharges from the regulated construction activity(if the discharge is not directly to a classified segment,then the classified segment number of the first classified segment that those discharges reach);and (i) the name of all surface waters receiving discharges from the regulated construction activity that are on the latest EPA-approved CWA§3o3(d)List of impaired waters or Texas Integrated Report of Surface Water Quality for CWA Sections 3o5(b)and 3o3(d)as not meeting applicable state water quality standards. Page 22 Construction General Permit TPDES General Permit TXR150000 Section F. Terminating Coverage 1. Notice of Termination(NOT)Required Each operator that has submitted an NOI for authorization of large construction activities under this general permit must apply to terminate that authorization following the conditions described in this section of the general permit. Authorization of large construction must be terminated by submitting an NOT on a paper form to TCEQ supplied by the executive director or electronically via the online e- Permits system available through the TCEQ website. Authorization to discharge under this general permit terminates at midnight on the day a paper NOT is postmarked for delivery to the TCEQ or immediately following confirmation of the receipt of the NOT submitted electronically by the TCEQ Compliance with the conditions and requirements of this permit is required until an NOT is submitted. Effective September 1,2018,applicants must submit an NOT using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ. Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. The NOT must be submitted to TCEQ,and a copy of the NOT provided to the operator of any MS4 receiving the discharge(with a list in the SWP3 of the names and addresses of all MS4 operators receiving a copy),within 3o days after any of the following conditions are met: (a) final stabilization has been achieved on all portions of the site that are the responsibility of the operator; (b) a transfer of operational control has occurred(See Section II.F.4 below);or (c) the operator has obtained alternative authorization under an individual TPDES permit or alternative TPDES general permit. 2. Minimum Contents of the NOT The NOT form shall require,at a minimum,the following information. (a) if authorization for construction activity was granted following submission of an NOI,the permittee's site-specific TPDES authorization number for a specific construction site; (b) an indication of whether final stabilization has been achieved at the site and a NOT has been submitted or if the permittee is simply no longer an operator at the site; (c) the name,address,and telephone number of the permittee submitting the NOT, (d) the name(or other identifier),address,county,and location(latitude/longitude)of the construction project or site; and (e) a signed certification that either all stormwater discharges requiring authorization under this general permit will no longer occur,or that the applicant is no longer the operator of the facility or construction site,and that all temporary structural erosion controls have either been removed,will be removed on a schedule defined in the SWP3,or have been transferred to a new operator if the new operator has applied for permit coverage. Erosion controls that are designed to remain in place for an indefinite period,such as mulches and fiber mats,are not required to be removed or scheduled for removal. Page 23 Construction General Permit TPDES General Permit TXR150000 3. Termination of Coverage for Small Construction Sites and for Secondary Operators at Large Construction Sites (a) Each operator that has obtained automatic authorization ford small construction or is a secondary operator for large construction must perform the following when terminating coverage under the permit: i. remove the site notice; ii. complete the applicable portion of the site notice related to removal of the site notice;and iii. submit a copy of the completed site notice to the operator of any MS4 receiving the discharge(or provide alternative notification as allowed by the MS4 operator, with documentation of such notification included in the SWP3) (b) The activities described in Part II.F.3.(a)above must be completed by the operator within 3o days of meeting any of the following conditions: i. final stabilization has been achieved on all portions of the site that are the responsibility of the operator; H. a transfer of day-to-day operational control over activities necessary to ensure compliance with the SWP3 and other permit conditions has occurred(See Section II.F.4.below);or iii. the operator has obtained alternative authorization under an individual or general TPDES permit. Authorization to discharge under this general permit terminates immediately upon removal of the applicable site notice. Compliance with the conditions and requirements of this permit is required until the site notice is removed. 4. Transfer of Day-to-Day Operational Control (a) When the primary operator of a large construction activity changes or operational control over activities necessary to ensure compliance with the SWP3 and other permit conditions is transferred to another primary operator,the original operator must do the following: i. submit an NOT within ten(io)days prior to the date that responsibility for operations terminates,and the new operator must submit an NOI at least ten (io)days prior to the transfer of operational control,in accordance with condition(c)below;and H. submit a copy of the NOT from the primary operator terminating its coverage under the permit and its operational control of the construction site and submit a copy of the NOI from the new primary operator to the operator of any MS4 receiving the discharge in accordance with Part II.F.1 above. (b) For transfer of operational control,operators of small construction activities and secondary operators of large construction activities who are not required to submit an NOI must do the following: i. the existing operator must remove the original site notice,and the new operator must post the required site notice prior to the transfer of operational control,in accordance with the conditions in Part II.F.4.(c)i or ii below; and ii. a copy of the site notice,which must be completed and provided to the operator of any MS4 receiving the discharge,in accordance with Part II.F.3 above. (c) Each operator is responsible for determining its role as an operator as defined in Part I.B and obtaining authorization under the permit,as described above in Part Page 24 Construction General Permit TPDES General Permit TXRi50000 II.E.1—3. Where authorization has been obtained by submitting an NOI for coverage under this general permit,permit coverage is not transferable from one operator to another A transfer of operational control can include changes to the structure of a company,such as changing from a partnership to a corporation,or changing to a different corporation type such that a different filing(or charter) number is established with the Texas Secretary of State. A transfer of operational control can also occur when of the following criteria is met,as applicable: i. Another operator has assumed control over all areas of the site that do not meet the definition for final stabilization, ii. all silt fences and other temporary erosion controls have either been removed, scheduled for removal as defined in the SWP3,or transferred to a new operator,provided that the original permitted operator has attempted to notify the new operator in writing of the requirement to obtain permit coverage. Records of this notification(or attempt at notification)shall be retained by the operator transferring operational control to another operator in accordance with Part VI of this permit. Erosion controls that are designed to remain in place for an indefinite period,such as mulches and fiber mats,are not required to be removed or scheduled for removal,or iii. a homebuilder has purchased one or more lots from an operator who obtained coverage under this general permit for a common plan of development or sale. The homebuilder is considered a new operator and shall comply with the requirements of this permit. Under these circumstances,the homebuilder is only responsible for compliance with the general permit requirements as they apply to the lot(s)it has operational control over in a larger common plan of development,and the original operator remains responsible for common controls or discharges,and must amend its SWP3 to remove the lot(s) transferred to the homebuilder Section G. Waivers from Coverage The executive director may waive the otherwise applicable requirements of this general permit for stormwater discharges from small construction activities under the terms and conditions described in this section. 1. Waiver Applicability and Coverage Operators of small construction activities may apply for and receive a waiver from the requirements to obtain authorization under this general permit,when the calculated rainfall erosivity(R)factor for the entire period of the construction project is less than five(5). The operator must submit either a signed paper Low Rainfall Erosivity Waiver(LREW) certification form to the TCEQ,supplied by the executive director,or complete the form electronically via the online e-Permits system available through the TCEQ website. The form is a certification by the operator that the small construction activity will commence and be completed within a period when the value of the calculated R factor is less than five(5) The paper LREW certification form must be postmarked for delivery to the TCEQ at least seven(7)days before construction activity begins or,if submitted electronically, construction may begin at any time following the receipt of written confirmation from TCEQ that a complete electronic application was submitted and acknowledged. This waiver from coverage does not apply to any non-stormwater discharges,including what is allowed under this permit. The operator must insure that all non-stormwater discharges are either authorized under a separate permit or authorization,or are captured and routed to an authorized treatment facility for disposal. Page 25 Construction General Permit TPDES General Permit TXR150000 Effective September 1, 2018,applicants must submit an LREW using the online e- Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. 2. Steps to Obtaining a Waiver The construction site operator may calculate the R factor to request a waiver using the following steps: (a) Estimate the construction start date and the construction end date. The construction end date is the date that final stabilization will be achieved. (b) Find the appropriate Erosivity Index(EI)zone in Appendix of this permit. (c) Find the EI percentage for the project period by adding the results for each period of the project using the table provided in Appendix D of this permit,in EPA Fact Sheet 2.1,or in USDA Handbook 703,by subtracting the start value from the end value to find the percent EI for the site. (d) Refer to the Isoerodent Map(Appendix C of this permit)and interpolate the annual isoerodent value for the proposed construction location. I (e) Multiply the percent value obtained in Step(c)above by thel annual isoerodent value obtained in Step(d). This is the R factor for the proposed project. If the value is less than 5,then a waiver may be obtained. If the value is five(5)or more,then a waiver may not be obtained,and the operator must obtain coverage under Part II.E.2.of this permit. Alternatively,the operator may calculate a site-specific R factor utilizing the following online calculator http://ei.tamu.edu/index.html,or using another available resource. A copy of the LREW certification form is not required to be posted at the small construction site. 3. Effective Date of a LREW Unless otherwise notified by the executive director,operators of small construction activities seeking coverage under a LREW are provisionally waived from the otherwise applicable requirements of this general permit seven(7)days from the date that a completed paper LREW certification form is postmarked for delivery to TCEQ,or immediately upon receiving confirmation of approval of an electronic submittal,made via the online e-Permits system available through the TCEQ website. Effective September 1, 2018,applicants seeking coverage underla LREW must submit an application for a LREW using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. 4. Activities Extending Beyond the LREW Period If a construction activity extends beyond the approved waiver period due to circumstances beyond the control of the operator,the operator must either (a) recalculate the R factor using the original start date and a new projected ending date,and if the R factor is still under five(5),submit a new waiver certification form at least two(2)days before the end of the original waiver period,or (b) obtain authorization under this general permit according t I the requirements for automatic authorization for small construction activities in Part II.E.2 of this permit, prior to the end of the approved LREW period. Page 26 Construction General Permit TPDES General Permit TXRi50000 Section H. Alternative TPDES Permit Coverage 1. Individual Permit Alternative Any discharge eligible for coverage under this general permit may alternatively be authorized under an individual TPDES permit according to 3o TAC§305(relating to Consolidated Permits). Applications for individual permit coverage must be submitted at least three hundred and thirty(33o)days prior to commencement of construction activities to ensure timely authorization. Existing coverage under this general permit should not be terminated until an individual permit is issued and in effect. 2. Alternative Authorizations for Certain Discharges Certain discharges eligible for authorization under this general permit may alternatively be authorized under a separate general permit according to 3o TAC Chapter 205(relating to General Permits for Waste Discharges),as applicable. 3. Individual Permit Required The executive director may require an operator of a construction site,otherwise eligible for authorization under this general permit,to apply for an individual TPDES permit in the following circumstances: (a) the conditions of an approved TMDL or TMDL I-Plan on the receiving water; (b) the activity being determined to cause,has a reasonable potential to cause,or contribute to a violation of water quality standards or being found to cause,or contribute to,the loss of a designated use of surface water in the state:and (c) any other consideration defined in 3o TAC Chapter 205 (relating to General Permits for Waste Discharges)including 3o TAC Chapter 2o5.4(c)(3)(D),which allows the commission to deny authorization under the general permit and require an individual permit if a discharger has been determined by the executive director to have been out of compliance with any rule,order,or permit of the commission, including non-payment of fees assessed by the executive director A discharger with a TCEQ compliance history rating of"unsatisfactory"is ineligible for coverage under this general permit. In that case,3o TAC§60.3 requires the executive director to deny or suspend an authorization to discharge under a general permit. However,per TWC§ 26.o4o(h),a discharger is entitled to a hearing before the commission prior to having an authorization denied or suspended for having an "unsatisfactory"compliance history Denial of authorization to discharge under this general permit or suspension of a permittee's authorization under this general permit for reasons other than compliance history shall be done according to commission rules in 3o TAC Chapter 205 (relating to General Permits for Waste Discharges) 4. Alternative Discharge Authorization Any discharge eligible for authorization under this general permit may alternatively be authorized under a separate general permit according to 3o TAC Chapter 205(relating to General Permits for Waste Discharges),if applicable. Section I. Permit Expiration 1. This general permit is effective for a term not to exceed five(5)years. All active discharge authorizations expire on the date provided on page one(1)of this permit. Following public notice and comment,as provided by 30 TAC§205.3(relating to Public Notice,Public Meetings,and Public Comment),the commission may amend, Page 27 Construction General Permit TPDES General Permit TXR150000 I revoke,cancel,or renew this general permit. All authorizations that are active at the time the permit term expires will be administratively continued as indicated in Part II.I.2 below and in Part II.D.1(b)and D.2(b)of this permit. 2. If the executive director publishes a notice of the intent to renew or amend this general permit before the expiration date,the permit will remain in effect for existing,authorized discharges until the commission takes final action on the permit. Upon issuance of a renewed or amended permit,permittees may be required to submit an NOI within 90 days following the effective date of the renewed or amended permit,unless that permit provides for an alternative method for obtaining authorization. 3. If the commission does not propose to reissue this general permit within 90 days before the expiration date,permittees shall apply for authorization under an individual permit or an alternative general permit. If the application for an individual permit is submitted before the expiration date,authorization under this expiring general permit remains in effect until the issuance or denial of an individual permit. No new NOIs will be accepted nor new authorizations honored under the general permit after the expiration date. Part III. Stormwater Pollution Prevention Plans(SWP ) All regulated construction site operators shall prepare an SWP3,prior to submittal of an NOI,to address discharges authorized under Parts II.E.2 and II.E.3 f this general permit that will reach Waters of the U.S. This includes discharges to MS4s and privately owned separate storm sewer systems that drain into surface water in the state or Waters of the U.S. Individual operators at a site may develop separate SWP3s that cover only their portion of the project,provided reference is made to the other operators at thelsite. Where there is more than one SWP3 for a site,operators must coordinate to ensure that BMPs and controls are consistent and do not negate or impair the effectiveness of each other Regardless of whether a single comprehensive SWP3 is developed or separate SWP3s are developed for each operator,it is the responsibility of each operator to ensure compliance with the terms and conditions of this general permit in the areas of the construction site where that operator has control over construction plans and specifications or day-to-dal operations. An SWP3 must describe the implementation of practices that will be used to minimize to the extent practicable the discharge of pollutants in stormwater associated with construction activity and non-stormwater discharges described in Part II.A.3,in compliance with the terms and conditions of this permit. An SWP3 must also identify any potential sources of pollution that have been determined to cause,have a reasonable potential to cause,or contribute to a violation of water quality standards or have been found to cause or contribute to the loss of a designated use of surface water in the state from discharges of stormwater from construction;activities and construction support activities. Where potential sources of these pollutants are present at a construction site,the SWP3 must also contain a description of the management practices that will be used to prevent these pollutants from being discharged into surface water in the state or Waters of the U.S. NOTE. Construction support activities can also include vehicle repair areas,fueling areas,etc.that are present at a construction site solely for the support construction activities and are only used by operators at the construction Site. The SWP3 is intended to serve as a road map for how the construction operator will comply with the effluent limits and other conditions of this permit and does not establish the effluent limits that apply to the construction site's discharges. These limits are established in Part III.G of the permit. Page 28 Construction General Permit TPDES General Permit TXR150000 Section A. Shared SWP3 Development For more effective coordination of BMPs and opportunities for cost sharing,a cooperative effort by the different operators at a site is encouraged. Operators of small and large construction activities must independently obtain authorization under this permit,but may work together with other regulated operators at the construction site to prepare and implement a single,comprehensive SWP3,which can be shared by some or all operators,for the construction activities that each of the operators are performing at the entire construction site. 1. The SWP3 must include the following: (a) for small construction activities—the name of each operator that participates in the shared SWP3, (b) for large construction activities-the name of each operator that participates in the shared SWP3,the general permit authorization numbers of each operator (or the date that the NOI was submitted to TCEQ by each operator that has not received an authorization number for coverage under this permit),and (c) for large and small construction activities-the signature of each operator participating in the shared SWP3. 2. The SWP3 must clearly indicate which operator is responsible for satisfying each shared requirement of the SWP3. If the responsibility for satisfying a requirement is not described in the plan,then each permittee is entirely responsible for meeting the requirement within the boundaries of the construction site where they perform construction activities. The SWP3 must clearly describe responsibilities for meeting each requirement in shared or common areas. 3. The SWP3 may provide that one operator is responsible for preparation of a SWP3 in compliance with the CGP,and another operator is responsible for implementation of the SWP3 at the project site. Section B. Responsibilities of Operators 1. Secondary Operators and Primary Operators with Control Over Construction Plans and Specifications All secondary operators and primary operators with control over construction plans and specifications shall. (a) ensure the project specifications allow or provide that adequate BMPs are developed to meet the requirements of Part III of this general permit; (b) ensure that the SWP3 indicates the areas of the project where they have control over project specifications,including the ability to make modifications in specifications; (c) ensure that all other operators affected by modifications in project specifications are notified in a timely manner so that those operators may modify their BMP s as necessary to remain compliant with the conditions of this general permit;and (d) ensure that the SWP3 for portions of the project where they are operators indicates the name and site-specific TPDES authorization number(s)for operators with the day-to-day operational control over those activities necessary to ensure compliance with the SWP3 and other permit conditions. If a primary operator has not been authorized or has abandoned the site,the secondary operator is considered to be the responsible party and must obtain authorization Page 29 Construction General Permit TPDES General Permit TXR150000 as a primary operator under the permit,until the authority for day-to-day operational control is transferred to another primary operator The new primary operator must update or develop a new SWP3 that will reflect the transfer of operational control and include any additional updates to the SWP3 to meet requirements Ilof the permit. 2. Primary Operators with Day-to-Day Operational Control Primary operators with day-to-day operational control of those activities at a project that are necessary to ensure compliance with an SWP3 and other permit conditions must ensure that the SWP3 accomplishes the following requirements: (a) meets the requirements of this general permit for those portions of the project where they are operators; (b) identifies the parties responsible for implementation of BMPs described in the SWP3; (c) indicates areas of the project where they have operational control over day-to- day activities;and (d) the name and site-specific TPDES authorization number'of the parties with control over project specifications,including the ability to make modifications in specifications for areas where they have operational control over day-to-day activities. Section C. Deadlines i or SWP3 Preparation,Implementaon,and Compliance The SWP3 must be prepared prior to obtaining authorization under this general permit, and implemented prior to commencing construction activities that result in soil disturbance. The SWP3 must be prepared so that it provides for compliance with the terms and conditions of this general permit. Section D. Plan Review and Making Plans Available 1. The SWP3 must be retained on-site at the construction site or,if the site is inactive or does not have an on-site location to store the plan,a notice must be posted describing the location of the SWP3. The SWP3 must be made readily available at the time of an on-site inspection to. the executive director; a federal,state,pr local agency approving sediment and erosion plans,grading plans,or storinwater management plans;local government officials; and the operator of a municipal separate storm sewer receiving discharges from the site. If the SWP3 is retained off-site,then it shall be made available as soon as reasonably possible. In most instances,it is reasonable that the SWP3 shall be made available within 24 hours of theJ request. 2. Operators with authorization for construction activity under this general permit must post a TCEQ site notice at the construction site at a place readily available for viewing by the general public,and local,state,and federal authorities. (a) Primary and secondary operators of large construction activities must each post a TCEQ construction site notice,respective to their role as an operator at the construction site,as required above and according to requirements in Part II.E.3 of this general permit. (b) Primary and secondary operators of small construction activities must post the TCEQ site notice as required in Part III.D.2.(a)above and for the specific type of small construction described in Part MEdand 2 of the permit. (c) If the construction project is a linear construction project,such as a pipeline or highway,the notices must be placed in a publicly accessible location near where construction is actively underway Site notices for small and large construction Page 30 Construction General Permit TPDES General Permit TXR150000 activities at these linear construction sites may be located,as necessary,along the length of the project,but must still be readily available for viewing by the general public;local,state,and federal authorities;and contain the following information. i. the site-specific TPDES authorization number for the project if assigned; ii. the operator name,contact name,and contact phone number; iii. a brief description of the project; and iv the location of the SWP3. 3. This permit does not provide the general public with any right to trespass on a construction site for any reason,including inspection of a site;nor does this permit require that permittees allow members of the general public access to a construction site. Section E. Revisions and Updates to SWP3s The permittee must revise or update the SWP3 within seven days of when any of the following occurs: 1. a change in design,construction,operation,or maintenance that has a significant effect on the discharge of pollutants and that has not been previously addressed in the SWP3; 2. changing site conditions based on updated plans and specifications,new operators, new areas of responsibility,and changes in BMPs;or 3. results of inspections or investigations by construction site personnel authorized by the permittee,operators of a municipal separate storm sewer system receiving the discharge,authorized TCEQ personnel,or a federal,state or local agency approving sediment and erosion plans indicate the SWP3 is proving ineffective in eliminating or significantly minimizing pollutants in discharges authorized under this general permit. Section F. Contents of SWP3 The SWP3 must be developed and implemented by primary operators of small and large construction activities and include,at a minimum,the information described in this section and must comply with the construction and development effluent guidelines in Part III,Section G of the general permit. 1. A site or project description,which includes the following information. (a) a description of the nature of the construction activity; (b) a list of potential pollutants and their sources; (c) a description of the intended schedule or sequence of activities that will disturb soils for major portions of the site,including estimated start dates and duration of activities; (d) the total number of acres of the entire property and the total number of acres where construction activities will occur,including areas where construction support activities(defined in Part I.B of this general permit)occur; (e) data describing the soil or the quality of any discharge from the site; (f) a map showing the general location of the site(e.g.a portion of a city or county map); (g) a detailed site map(or maps)indicating the following: Page 31 Construction General Permit TPDES General Permit TXR150000 i. drainage patterns and approximate slopes anticipated after major grading activities; ii. areas where soil disturbance will occur; iii. locations of all controls and buffers,either planned]or in place; iv locations where temporary or permanent stabilization practices are expected to be used, 1 v location's of construction support activities,including g those located off-site; vi. surface waters(including wetlands)either at,adjacent,or in close proximity to the site,and also indicate whether those waters are impaired, vii. locations where stormwater discharges from the site directly to a surface water body or a municipal separate storm sewer system, viii. vehicle livash areas;and ix. designated points on the site where vehicles will exit onto paved roads(for instance,this applies to construction transition fro in unstable dirt areas to exterior paved roads) Where the amount of information required to be included on the map would result in a single map being difficult to read and interpret,the operator shall develop a series of maps that collectively include the required information. (h) the location and description of support activities authorized under the permittee's NOI,including asphalt plants,concrete plants,and other activities providing support to the construction site that is authorized under this general permit; (i) the name of receiving waters at or near the site that maybe disturbed or that may receive d1ischarges from disturbed areas of the project; (j) a copy of this[I'PDES general permit; (k) the NOI and Ithe acknowledgement of provisional and non-provisional authorization)for primary operators of large construction sites,and the site notice for small construction sites and for secondary opei ators of large construction s ites; 9 (1) stormwater and allowable non-stormwater discharge locations,including storm drain inlets on site and in the immediate vicinity of the construction site where construction support activities will occur;and (m) locations of all pollutant-generating activities at the construction site and where construction support activities will occur,such as the following: Paving operations; concrete,paint and stucco washout and water disposal,solid waste storage and disposal, and dewatering operations. 2. A description of the BMPs that will be used to minimize pollution in runoff. The description must identify the general timing or sequence{for implementation. At a minimum,the description must include the following components: (a) General Requirements i. Erosion and sediment controls must be designed to retain sediment on-site to the extent practicable with consideration for local topography,soil type, and rainfall. ii. Control1measures must be properly selected,installed,and maintained according to the manufacturer's or designer's specifications. Page 32 Construction General Permit TPDES General Permit TXR150000 iii. Controls must be developed to minimize the offsite transport of litter, construction debris,and construction materials. (b) Erosion Control and Stabilization Practices The SWP3 must include a description of temporary and permanent erosion control and stabilization practices for the construction site,where small or large construction activity will occur The erosion control and stabilization practices selected by the permittee must be compliant with the requirements for sediment and erosion control,located in Part III.G of this permit. The description of the SWP3 must also include a schedule of when the practices will be implemented. Site plans must ensure that existing vegetation at the construction site is preserved where it is possible. i. Erosion control and stabilization practices may include but are not limited to• establishment of temporary or permanent vegetation,mulching, geotextiles,sod stabilization,vegetative buffer strips,protection of existing trees and vegetation,slope texturing,temporary velocity dissipation devices,flow diversion mechanisms,and other similar measures. ii. The following records must be maintained and either attached to or referenced in the SWP3,and made readily available upon request to the parties listed in Part III.D.1 of this general permit: (A) the dates when major grading activities occur; (B) the dates when construction activities temporarily or permanently cease on a portion of the site;and (C) the dates when stabilization measures are initiated. iii. Erosion control and stabilization measures must be initiated immediately in portions of the site where construction activities have temporarily ceased and will not resume for a period exceeding 14 calendar days. Stabilization measures that provide a protective cover must be initiated immediately in portions of the site where construction activities have permanently ceased. The term"immediately"is used to define the deadline for initiating stabilization measures. In the context of this requirement,"immediately"means as soon as practicable,but no later than the end of the next work day,following the day when the earth-disturbing activities have temporarily or permanently ceased. Except as provided in (A)through(D)below,these measures must be completed as soon as practicable,but no more than 14 calendar days after the initiation of soil stabilization measures: (A) Where the immediate initiation of vegetative stabilization measures after construction activity has temporarily or permanently ceased due to frozen conditions, non-vegetative controls must be implemented until thawing conditions(as defined in Part I.B of this general permit) are present,and vegetative stabilization measures can be initiated as soon as practicable. (B) In arid areas,semi-arid areas,or drought-stricken areas,as they are defined in Part I.B of this general permit,where the immediate initiation of vegetative stabilization measures after construction activity has temporarily or permanently ceased or is precluded by arid conditions,other types of erosion control and stabilization measures must be initiated at the site as soon as practicable. Where vegetative controls are infeasible due to arid conditions,and within 14 calendar days of a temporary or permanent cessation of construction activity in any portion of the site,the operator shall immediately install non- Page 33 Construction General Permit TPDES General Permit TXR150000 vegetative erosion controls in areas of the construction site where construction activity is complete or has ceased. If non-vegetative controls are infeasible,the operator shall install temporary sediment controls as required in Part III.F.2.(b).iii.(C)below (C) In areas where non-vegetative controls are infeasible,the operator mny alternatively utilize temporary perimetercontrols. The operator mist document in the SWP3 the reason why stabilization measures are not feasible,and must demonstrate that the perimeter controls will retain sediment on site to the extent practicable. The operator must continue to inspect the BMPs at the frequencies established in Part IIIIF 7.(c)for unstabilized sites. (D) The requirement for permittees to initiate stabilization is triggered as soon as it is known with reasonable certainty that construction activity at the site or in certain areas of the site will be stopped for 14 or more additional calendar days. If the initiation or completion of vegetative stabilization is prevented by circumstances beyond the control of the permittee,the permittee must employ and implement alternative stabilization measures immediately When conditions at the site changes that would allow for vegetative stabilization,then the permittee must initiate or complete vegetative stabilization as soon as practicable. iv Final stiabilization must be achieved prior to termination of permit coverage. v TCEQ does not expect that temporary or permanent stabilization measures to be*plied to areas that are intended to be left un-vegetated or un- stabilized following construction(e.g.,dirt access 'roads,utility pole pads, areas being used for storage of vehicles,equipment,or materials) (c) Sediment Control Practices The SWP3 must include a description of any sediment control practices used to remove eroded soils from stormwater runoff,including;the general timing or sequence foil implementation of controls. i. Sites With Drainage Areas of Ten or More Acres (A) Sel imentation Basin(s) (1) A sedimentation basin is required,where'feasible,for a common drainage location that serves an area withl ten(1o)or more acres disturbed at one time. A sedimentation basin may be temporary or permanent,and must provide sufficient storage to contain a calculated volume of runoff from a 2-year,24-hour storm from each disturbed acre drained. When calculating the volume of runoff from a 2-year,24-hour storm event,it is not required to include the flows from offsite areas and flow from onsite areas that are either undisturbed or have already undergone permanent stabilization,if these flows are diverted around both the disturbed areas of the site and the sediment basin.Capacity calculations shall be included in the SWP3. (2) Where rainfall data is not available or a calculation cannot be performed,the sedimentation basin must provide at least 3,600 cubic feet of storage per acre drained until final stabilization of the site. Page 34 Construction General Permit TPDES General Permit TXR150000 (3) If a sedimentation basin is not feasible,then the permittee shall provide equivalent control measures until final stabilization of the site. In determining whether installing a sediment basin is feasible,the permittee may consider factors such as site soils, slope,available area,public safety,precipitation patterns,site geometry,site vegetation,infiltration capacity,geotechnical factors,depth to groundwater,and other similar considerations. The permittee shall document the reason that the sediment basins are not feasible,and shall utilize equivalent control measures, which may include a series of smaller sediment basins. (4) Unless infeasible,when discharging from sedimentation basins and impoundments,the permittee shall utilize outlet structures that withdraw water from the surface. (B) Perimeter Controls: At a minimum,silt fences,vegetative buffer strips,or equivalent sediment controls are required for all down slope boundaries of the construction area,and for those side slope boundaries deemed appropriate as dictated by individual site conditions. ii. Controls for Sites With Drainage Areas Less than Ten Acres: (A) Sediment traps and sediment basins may be used to control solids in stormwater runoff for drainage locations serving less than ten(io) acres. At a minimum,silt fences,vegetative buffer strips,or equivalent sediment controls are required for all down slope boundaries of the construction area,and for those side slope boundaries deemed appropriate as dictated by individual site conditions. (B) Alternatively,a sediment basin that provides storage for a calculated volume of runoff from a 2-year,24-hour storm from each disturbed acre drained may be utilized. Where rainfall data is not available or a calculation cannot be performed,a temporary or permanent sediment basin providing 3,600 cubic feet of storage per acre drained maybe provided. If a calculation is performed,then the calculation shall be included in the SWP3. (C) If sedimentation basins or impoundments are used,the permittee shall comply with the requirements in Part III.G.6 of this general permit. 3. Description of Permanent Stormwater Controls A description of any stormwater control measures that will be installed during the construction process to control pollutants in stormwater discharges that may occur after construction operations have been completed must be included in the SWP3. Permittees are responsible for the installation and maintenance of stormwater management measures,as follows: (a) permittees authorized under the permit for small construction activities are responsible for the installation and maintenance of stormwater control measures prior to final stabilization of the site;or (b) permittees authorized under the permit for large construction activities are responsible for the installation and maintenance of stormwater control measures prior to final stabilization of the site and prior to submission of an NOT 4. Other Required Controls and BMPs Page 35 Construction General Permit TPDES General Permit TXR150000 (a) Permittees shall minimize,to the extent practicable,the,off--site vehicle tracking of sediments sand the generation of dust. The SWP3 shall include a description of controls utilized to accomplish this requirement. (b) The SWP3 must include a description of construction and waste materials expected to bye stored on-site and a description of controls to minimize pollutants from these materials. (c) The SWP3 must include a description of potential pollutant sources in discharges of stormwater from all areas of the construction site where construction activity,including construction support activities,will be located, and a description of controls and measures that will be implemented at those sites to minimize pollutant discharges. (d) Permittees shall place velocity dissipation devices at discharge locations and along the length of any outfall channel(i.e.,runoff conveyance)to provide a non- erosive flow velocity from the structure to a water course,so that the natural physical and biological characteristics and functions are maintained and protected. (e) Permittees shall design and utilize appropriate controls to minimize the offsite transport of suspended sediments and other pollutants if it is necessary to pump or channel standing water from the site. (f) Permittees shall ensure that all other required controls and BMPs comply with all of the requirements of Part III.G of this general permit. (g) For demolition of any structure with at least io,000 square feet of floor space that was built or renovated before January 1,1980,and the receiving waterbody is impaired for polychlorinated biphenyls(PCBs) i. Implement controls to minimize the exposure of PCB-containing building materials,including paint,caulk,and pre-198o fluorescent lighting fixtures to precipitation and to stormwater;and H. Ensure that disposal of such materials is performed in compliance with applicable state,federal,and local laws. 5. Documentation of Compliance with Approved State and Loc�al Plans (a) Permittees must ensure that the SWP3 is consistent with requirements specified in applicable',sediment and erosion site plans or site permits,or stormwater management site plans or site permits approved by federal,state,or local officials. (b) SWP3s must be updated as necessary to remain consistent with any changes applicable to protecting surface water resources in sediment erosion site plans or site permits,or stormwater management site plans or site permits approved by state or local official for which the permittee receives written notice. (c) If the permittee is required to prepare a separate management plan,including but not limited to a WPAP or Contributing Zone Plan in accordance with 3o TAC Chapter 213(related to the Edwards Aquifer),then a copy of that plan must be either included in the SWP3 or made readily available upon request to authorized personnel of the TCEQ The permittee shag maintain a copy of the approval letter for the plan in its SWP3. 6. Maintenance Requirements (a) All protective! measures identified in the SWP3 must bei maintained in effective operating condition. If,through inspections or other means, as soon as the permittee determines that BMPs are not operating effectively,then the permittee shall perform maintenance as necessary to maintain the continued effectiveness Page 36 Construction General Permit TPDES General Permit TXRi50000 of stormwater controls,and prior to the next rain event if feasible. If l maintenance prior to the next anticipated storm event is impracticable,the reason shall be documented in the SWP3 and maintenance must be scheduled and accomplished as soon as practicable. Erosion and sediment controls that have been intentionally disabled,run-over,removed,or otherwise rendered ineffective must be replaced or corrected immediately upon discovery (b) If periodic inspections or other information indicates a control has been used incorrectly,is performing inadequately,or is damaged,then the operator shall replace or modify the control as soon as practicable after making the discovery (c) Sediment must be removed from sediment traps and sedimentation ponds no later than the time that design capacity has been reduced by 5o%. For perimeter controls such as silt fences,berms,etc.,the trapped sediment must be removed before it reaches 5o%of the above-ground height. (d) If sediment escapes the site,accumulations must be removed at a frequency that minimizes off-site impacts,and prior to the next rain event,if feasible. If the permittee does not own or operate the off-site conveyance,then the permittee shall work with the owner or operator of the property to remove the sediment. 7 Inspections of Controls (a) Personnel provided by the permittee must inspect disturbed areas(cleared, graded,or excavated)of the construction site that do not meet the requirements of final stabilization in this general permit,all locations where stabilization measures have been implemented,areas of construction support activity covered under this permit,stormwater controls(including pollution prevention controls) for evidence of,or the potential for,the discharge of pollutants,areas where stormwater typically flows within the construction site,and points of discharge from the construction site. i. Personnel conducting these inspections must be knowledgeable of this general permit,the construction activities at the site,and the SWP3 for the site. ii. Personnel conducting these inspections are not required to have signatory authority for inspection reports under 3o TAC§3o5.128. (b) Requirements for Inspections i. Inspect all stormwater controls(including sediment and erosion control measures identified in the SWP3)to ensure that they are installed properly, appear to be operational,and minimizing pollutants in discharges,as intended. ii. Identify locations on the construction site where new or modified stormwater controls are necessary iii. Check for signs of visible erosion and sedimentation that can be attributed to the points of discharge where discharges leave the construction site or discharge into any surface water in the state flowing within or adjacent to the construction site. iv Identify any incidents of noncompliance observed during the inspection. v Inspect locations where vehicles enter or exit the site for evidence of off-site sediment tracking. vi. If an inspection is performed when discharges from the construction site are occurring: identify all discharge points at the site,observe and document the visual quality of the discharge(i.e.,color,odor,floating,settled,or Page 37 Construction General Permit TPDES General Permit TXRi50000 suspended solids,foam,oil sheen,and other such indicators of pollutants in stormwater). vii. Complete any necessary maintenance needed,based on the results of the inspection and in accordance with the requirements listed in Part III.F.6 above. (c) Inspection frequencies: i. Inspections of construction sites must be conducted at least once every 14 calendar days and within 24 hours of the end of a storm event of o.5 inches or greater,unless as otherwise provided below in Part III.F 7.(c).ii—v below ii. Inspection frequencies must be conducted at least once every month in areas of the construction site that meet final stabilization or have been temporarily stabilized. iii. Inspection frequencies for construction sites,where runoff is unlikely due to the occurrence of frozen conditions at the site,must be conducted at least once every month until thawing conditions begin to occur(See definitions for thawing conditions in Part I.B). The SWP3 must also contain a record of the approximate beginning and ending dates of when frozen conditions occurred at the site,which resulted in inspections being conducted monthly, while those conditions persisted,instead of at the interval of once every 14 calendar days and within 24 hours of the end of a storm event of o.5 inches or greater iv In arid;semi-arid,or drought-stricken areas,inspections must be conducted at least once every month and within 24 hours afte"r the end of a storm event of o.5 inches or greater The SWP3 must also contain a record of the total rainfall measured,as well as the approximate beginning and ending dates of when drought conditions occurred at the site,which resulted in inspections being conducted monthly,while those conditions persisted,instead of at the interval of once every 14 calendar days and within 24 hours of the end of a storm event of o.5 inches or greater v As an alternative to the inspection schedule in Part;III.F 7.(c).i above,the SWP3 nay be developed to require that these inspections will occur at least once every seven(7)calendar days. If this alternative schedule is developed, then the inspection must occur regardless of whether or not there has been a rainfall event since the previous inspection. vi. The inspection procedures described in Part III.F 7.(c).i.—v above can be performed at the frequencies and under the applicable conditions indicated for each,schedule option,provided that the SWP3 reflects the current schedulee and that any changes to the schedule are made in accordance with the following provisions: the inspection frequencyschedule can only be changed a maximum of one time each month,the schedule change must be implemented at the beginning of a calendar month°,and the reason for the schedule change documented in the SWP3(e.g.,end of"dry"season and beginning of"wet"season). (d) Utility line installation,pipeline construction,and other examples of long, narrow,linear construction activities may provide inspection personnel with limited access to the areas described in Part III.F 7.(a)above. i. Inspection of linear construction sites could require the use of vehicles that could compromise areas of temporary or permanent stabilization,cause Page 38 Construction General Permit TPDES General Permit TXRi50000 additional disturbance of soils,and result in the increase the potential for erosion. In these circumstances,controls must be inspected at least once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 inches or greater,but representative inspections may be performed. H. For representative inspections,personnel must inspect controls along the construction site for 0.25 mile above and below each access point where a roadway,undisturbed right-of-way,or other similar feature intersects the construction site and allows access to the areas described in Part III.F 7.(a) above. The conditions of the controls along each inspected 0.25 mile portion may be considered as representative of the condition of controls along that reach extending from the end of the 0.25 mile portion to either the end of the next o.25 mile inspected portion,or to the end of the project, whichever occurs first. As an alternative to the inspection schedule described in Part III.F 7.(c).i above,the SWP3 may be developed to require that these inspections will occur at least once every seven(7)calendar days. If this alternative schedule is developed,the inspection must occur regardless of whether or not there has been a rainfall event since the previous inspection. iii. The SWP3 for a linear construction site must reflect the current inspection schedule. Any changes to the inspection schedule must be made in accordance with the following provisions: (A) the schedule may be changed a maximum of one time each month, (B) the schedule change must be implemented at the beginning of a calendar month,and (C) the reason for the schedule change must be documented in the SWP3 (e.g.,end of"dry"season and beginning of"wet"season). (e) In the event of flooding or other uncontrollable situations which prohibit access to the inspection sites,inspections must be conducted as soon as access is practicable. (f) Inspection Reports i. A report summarizing the scope of any inspection must be completed within 24-hours following the inspection. The report must also include the date(s) of the inspection and major observations relating to the implementation of the SWP3. Major observations in the report must include: the locations of where erosion and discharges of sediment or other pollutants from the site have occurred,locations of BMPs that need to be maintained,locations of BMPs that failed to operate as designed or proved inadequate for a particular location, and locations where additional BMPs are needed. ii. Actions taken as a result of inspections must be described within,and retained as a part of,the SWP3. Reports must identify any incidents of non- compliance. Where a report does not identify any incidents of non- compliance,the report must contain a certification that the facility or site is in compliance with the SWP3 and this permit. The report must be retained as part of the SWP3 and signed by the person and in the manner required by 3o TAC§305.128(relating to Signatories to Reports). iii. The names and qualifications of personnel making the inspections for the permittee may be documented once in the SWP3 rather than being included in each report. (g) The SWP3 must be modified based on the results of inspections,as necessary,to better control pollutants in runoff. Revisions to the SWP3 must be completed Page 39 Construction General Permit TPDES General Permit TXR150000 within seven:(7)calendar days following the inspection. If existing BMPs are modified or if additional BMPs are necessary,an implementation schedule must be described in the SWP3 and wherever possible those changes implemented before the next storm event. If implementation before the next anticipated storm event is impracticable,these changes`must be implemented as soon as practicable. 8. The SWP3 must identify and ensure the implementation of appropriate pollution prevention measures for all eligible non-stormwater components of the discharge,as listed in Part II.A.3 of this permit. 9. The SWP3 must include the information required in Part III.B of this general permit. io. The SWP3 must include pollution prevention procedures that comply with Part III.G.4 of this general permit. Section G. Erosion and Sediment Control Requirements Applicable to All Sites Except as provided in,4o CFR§§1.25.3o425.32,any discharge regulated under this general permit,with the exception of sites that obtained waivers based on low rainfall erosivity,must achieve,at a minimum,the following effluent limitations representing the degree of effluent reduction attainable by application of the best practicable control technology currently available(BPT). i. Erosion and sedi c ent controls.Design,install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants.At a minimum,such controls must be designed,installed,and maintained to: (a) Control storm'water volume and velocity within the site to minimize soil erosion in order to minimize pollutant discharges; (b) Control stormwater discharges,including both peak flowrates and total stormwater volume,to minimize channel and streambank erosion and scour in the immediate vicinity of discharge point(s), (c) Minimize the amount of soil exposed during construction activity; (d) Minimize the disturbance of steep slopes; (e) Minimize sediment discharges from the site. The design,installation,and maintenance Hof erosion and sediment controls must address factors such as the amount,frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics,including the range of soil particle sizes expected to be present on the site; (f) If earth disturbance activities are located in close proximity to a surface water in the state,provide and maintain appropriate natural buffers if feasible and as necessary,around surface water in the state,depending on site-specific topography,sensitivity,and proximity to water bodies. Direct stormwater to vegetated areas and maximize stormwater infiltration to reduce pollutant discharges,unless infeasible. If providing buffers is infeasible,the permittee shall document the reason that natural buffers are infeasible and shall implement additional erosion and sediment controls to reduce sediment load, (g) Preserve native topsoil at the site,unless the intended function of a specific area of the site dictates that the topsoil be disturbed or removed,or it is infeasible; and (h) Minimize soil compaction. In areas of the construction site where final vegetative stabilization will occur or where infiltration practices will be installed, either i. restrict vehicle and equipment use to avoid soil compaction,or Page 4o Construction General Permit TPDES General Permit TXR150000 H. prior to seeding or planting areas of exposed soil that have been compacted, use techniques that condition the soils to support vegetative growth,if necessary and feasible; Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted. (i) TCEQ does not consider stormwater control features(e.g.,stormwater conveyance channels,storm drain inlets,sediment basins)to constitute"surface water"for the purposes of triggering the buffer requirement in Part III.G.i.(f) above. 2. Soil stabilization.Stabilization of disturbed areas must,at a minimum,be initiated immediately whenever any clearing,grading,excavating,or other earth disturbing activities have permanently ceased on any portion of the site,or temporarily ceased on any portion of the site and will not resume for a period exceeding 1.4 calendar days. In the context of this requirement,"immediately"means as soon as practicable, but no later than the end of the next work day,following the day when the earth- disturbing activities have temporarily or permanently ceased. Temporary stabilization must be completed no more than 1.4 calendar days after initiation of soil stabilization measures,and final stabilization must be achieved pnor to termination of permit coverage. In arid,semi-arid,and drought-stricken areas where initiating vegetative stabilization measures immediately is infeasible,alternative non- vegetative stabilization measures must be employed as soon as practicable.Refer to Part III.F.2.(b)for complete erosion control and stabilization practice requirements. In limited circumstances,stabilization may not be required if the intended function of a specific area of the site necessitates that it remain disturbed. 3. Dewatering Discharges from dewatering activities,including discharges from dewatering of trenches and excavations,are prohibited,unless managed by appropriate controls. 4. Pollution prevention measures Design,install,implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants.At a minimum,such measures must be designed,installed,implemented,and maintained to. (a) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water,and other wash waters.Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge; (b) Minimize the exposure of building materials,building products,construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents, sanitary waste,and other materials present on the site to precipitation and to stormwater; (c) Minimize the exposure of waste materials by closing waste container lids at the end of the work day For waste containers that do not have lids,where the container itself is not sufficiently secure enough to prevent the discharge of pollutants absent a cover and could leak,the permittee must provide either a cover(e.g.,a tarp,plastic sheeting,temporary roof)to minimize exposure of wastes to precipitation,or a similarly effective means designed to minimize the discharge of pollutants(e.g.,secondary containment);and (d) Minimize the discharge of pollutants from spills and leaks,and implement chemical spill and leak prevention and response procedures. 5. Prohibited discharges.The following discharges are prohibited. Page 41 Construction General Permit TPDES General Permit TXR150000 (a) Wastewater from wash out of concrete,unless managed by an appropriate control, (b) Wastewater from wash out and cleanout of stucco,paint,form release oils, curing compounds and other construction materials; (c) Fuels,oils,or other pollutants used in vehicle and equipment o eration and P maintenance; (d) Soaps or solvents used in vehicle and equipment washing;and (e) Toxic or hazardous substances from a spill or other release. 6. Surface outlets.When discharging from basins and impoundments,utilize outlet structures that withdraw water from the surface,unless infeasible. Part N. Stormwater Runoff from Concrete Batch Plants Discharges of stormwater runoff from concrete batch plants present at regulated construction sites and operated as a construction support activity maybe authorized under the provisions of this general permit,provided that the following requirements are met for concrete batch plant(s)authorized under this permit. Only the discharges of stormwater runoff and non-stormwatr from concrete batch plants that meet the requirements of a construction support activity can be authorized under this permit(se the requirements for "Non-Stormwater Discharges"in Part II.A.3 and"Discharges of Stormwater Associated with Construction Support Activity"in Part II.A.2). If discharges of stormwater runoff or non-stormwater from concrete batch plants are not authorized under this general permit,then discharges must be authorized under an alternative general permit or individual permit[see the requirement4n Part II.A.2.(c)] This permit does not autliorize the discharge or land disposal of any;wastewater from concrete batch plants at regulated construction sites. Authorization for these wastes must be obtained under an individual permit or an alternative general permit. Section A. Benchmark Sampling Requirements 1. Operators of concrete batch plants authorized under this general permit shall sample the stormwater runoff from the concrete batch plants according to the requirements of this section of this general permit,and must conduct evaluations on the effectiveness of the SWP3 based on the following benchmarkimonitoring values: Table 1.Benchmark Parameters Benchmark Benchmark Value Sampling Sample Type Parameter Frequency Oil and Grease(*1) 15 mg/L i/quarter(*2) (13) Grab(*4) Total Suspended 5o mg/L 1/quarter(*2) (*3) Grab(*4) Solids(*1) pH 6.o—9.o Standard Units 1/quarter(*2) (*3). Grab(*4) Total Iron(*1) 11.3 mg/L 1/quarter(*2) (*3) Grab(*4) (*1) All analytical results for these parameters must be obtained from a laboratory that is accredited based on rules located in 3o TAC§25.4(a)or through the National Environmental Laboratory Accreditation Program(NELAP). Analysis must be performed using sufficiently sensitive methods for analysis that comply with the rules located in 4o CFR§136.1(c)and 4o CFR §122.44(i)(1)(iv). Page 42 Construction General Permit TPDES General Permit TXR150000 (*2) When discharge occurs. Sampling is required within the first 3o minutes of discharge. If it is not practicable to take the sample,or to complete the sampling,within the first 3o minutes,sampling must be completed within the first hour of discharge. If sampling is not completed within the first 3o minutes of discharge,the reason must be documented and attached to all required reports and records of the sampling activity (*3) Sampling must be conducted at least once during each of the following periods. The first sample must be collected during the first full quarter that a stormwater discharge occurs from a concrete batch plant authorized under this general permit. January through March April through June July through September October through December For projects lasting less than one full quarter,a minimum of one sample shall be collected,provided that a stormwater discharge occurred at least once following submission of the NOI or following the date that automatic authorization was obtained under Section II.E.2,and prior to terminating coverage. (*4) A grab sample shall be collected from the stormwater discharge resulting from a storm event that is at least o.i inches of measured precipitation that occurs at least 72 hours from the previously measurable storm event. The sample shall be collected downstream of the concrete batch plant,and where the discharge exits any BMPs utilized to handle the runoff from the batch plant,prior to commingling with any other water authorized under this general permit. 2. The permittee must compare the results of sample analyses to the benchmark values above,and must include this comparison in the overall assessment of the SWP3's effectiveness. Analytical results that exceed a benchmark value are not a violation of this permit,as these values are not numeric effluent limitations. Results of analyses are indicators that modifications of the SWP3 should be assessed and may be necessary to protect water quality The operator must investigate the cause for each exceedance and must document the results of this investigation in the SWP3 by the end of the quarter following the sampling event. The operator's investigation must identify the following: (a) any additional potential sources of pollution,such as spills that might have occurred, (b) necessary revisions to good housekeeping measures that are part of the SWP3, (c) additional BMPs,including a schedule to install or implement the BMPs,and (d) other parts of the SWP3 that may require revisions in order to meet the goal of the benchmark values. Background concentrations of specific pollutants may also be considered during the investigation. If the operator is able to relate the cause of the exceedance to background concentrations,then subsequent exceedances of benchmark values for that pollutant maybe resolved by referencing earlier findings in the SWP3. Background concentrations may be identified by laboratory analyses of samples of stormwater run-on to the permitted facility,by laboratory analyses of samples of stormwater run-off from adjacent non-industrial areas,or by identifying the pollutant is a naturally occurring material in soils at the site. Page 43 Construction General Permit TPDES General Permit TXR1501300 Section B. Best Man gement Practices(BMPs)and SWP3Requirements Minimum SWP3 Requirements—The following are required in addition to other SWP3 requirements listed in this general permit,which include,but ar°e not limited to the applicable requirements located in Part III.F 7 of this general permit,as follows: i. Description of Potential Pollutant Sources-The SWP3 must provide a description of potential sources(activities and materials)that can cause,have a reasonable potential to cause or contribute to a violation of water quality standards or have been found to cause,or contribute to,the loss of a designated use of surface water in the state in stormwater discharges associated with concrete batch plants authorized under this permit! The SWP3 must describe the implementation of practices that will be used to minimize to the extent practicable the discharge of pollutants in stormwater discharges associated with industrial activity and non-stormwater discharges(described in Part II.A.3 of this general permit),in compliance with the terms and conditions of this general permit,including the protection of water quality, and must ensure the implementation of these practices. The following must be developed,at a minimum,in support of developing this description. (a) Drainage—'Ilhe site map must include the following inf Ormation. i. the location of all outfalls for stormwater discharges associated with concrete' batch plants that are authorized under this' permit; ii. a depiction of the drainage area and the direction of flow to the outfall(s); iii. structural controls used within the drainage area(s), iv the locations of the following areas associated with concrete batch plants that are exposed to precipitation.vehicle and equipment maintenance activities(including fueling,repair,and storage areas for vehicles and equipment scheduled for maintenance);areas used for the treatment, storage,or disposal of wastes;liquid storage tanks;'material processing and storage areas;and loading and unloading areas; and v the locations of the following:any bag house or other dust control device(s); recycle/sedimentation pond,clarifier or other device used for the treatment of facility wastewater(including the areas that drain to the treatment device); areas with significant materials;and areas where major spills or leaks have occurred. I (b) Inventory of Exposed Materials—A list of materials handled at the concrete batch plant that may be exposed to stormwater and that have a potential to affect the quality of stormwater discharges associated with concrete batch plants that are authorized under this general permit. (c) Spills and Leaks-A list of significant spills and leaks of toxic or hazardous pollutants that occurred in areas exposed to stormwater and that drain to stormwater outfalls associated with concrete batch plants authorized under this general permit must be developed,maintained,and updated as needed. (d) Sampling Data-A summary of existing stormwater discharge sampling data must be maintained,if available. 2. Measures and Controls-The SWP3 must include a description of management controls to regulate pollutants identified in the SWP3's"Description of Potential Pollutant Sources"from Part W.B.i of this permit,and a schedule for implementation of the measures and controls. This must include,at a minimum. Page 44 Construction General Permit TPDES General Permit TXR150000 (a) Good Housekeeping-Good housekeeping measures must be developed and implemented in the area(s)associated with concrete batch plants. i. Operators must prevent or minimize the discharge of spilled cement, aggregate(including sand or gravel),settled dust,or other significant materials from paved portions of the site that are exposed to stormwater Measures used to minimize the presence of these materials may include regular sweeping or other equivalent practices. These practices must be conducted at a frequency that is determined based on consideration of the amount of industrial activity occurring in the area and frequency of precipitation,and shall occur at least once per week when cement or aggregate is being handled or otherwise processed in the area. ii. Operators must prevent the exposure of fine granular solids,such as cement,to stormwater Where practicable,these materials must be stored in enclosed silos,hoppers or buildings,in covered areas,or under covering. (b) Spill Prevention and Response Procedures-Areas where potential spills that can contribute pollutants to stormwater runoff,and the drainage areas from these locations,must be identified in the SWP3. Where appropriate,the SWP3 must specify material handling procedures,storage requirements,and use of equipment. Procedures for cleaning up spills must be identified in the SWP3 and made available to the appropriate personnel. (c) Inspections-Qualified facility personnel(i.e.,a person or persons with knowledge of this general permit,the concrete batch plant,and the SWP3 related to the concrete batch plant(s)for the site)must be identified to inspect designated equipment and areas of the facility specified in the SWP3. Personnel conducting these inspections are not required to have signatory authority for inspection reports under 3o TAC§305.128. Inspections of facilities in operation must be performed once every seven days. Inspections of facilities that are not in operation must be performed at a minimum of once per month. The current inspection frequency being implemented at the facility must be recorded in the SWP3. The inspection must take place while the facility is in operation and must,at a minimum,include all areas that are exposed to stormwater at the site,including material handling areas,above ground storage tanks,hoppers or silos,dust collection/containment systems, truck wash down and equipment cleaning areas. Follow-up procedures must be used to ensure that appropriate actions are taken in response to the inspections. Records of inspections must be maintained and be made readily available for inspection upon request. (d) Employee Training-An employee training program must be developed to educate personnel responsible for implementing any component of the SWP3, or personnel otherwise responsible for stormwater pollution prevention,with the provisions of the SWP3. The frequency of training must be documented in the SWP3,and at a minimum,must consist of one training prior to the initiation of operation of the concrete batch plant. (e) Record Keeping and Internal Reporting Procedures-A description of spills and similar incidents,plus additional information that is obtained regarding the quality and quantity of stormwater discharges,must be included in the SWP3. Inspection and maintenance activities must be documented and records of those inspection and maintenance activities must be incorporated in the SWP3. (f) Management of Runoff-The SWP3 shall contain a narrative consideration for reducing the volume of runoff from concrete batch plants by diverting runoff or otherwise managing runoff,including use of infiltration,detention ponds, retention ponds,or reusing of runoff. Page 45 Construction General Permit TPDES General Permit TXR150000 3. Comprehensive Compliance Evaluation—At least once per year,one or more qualified personnel(i.e.,a person or persons with knowledge'of this general permit, the concrete batch plant,and the SWP3 related to the concrete batch plant(s)for the site)shall conduct a compliance evaluation of the plant. The evaluation must include the following. (a) Visual examination of all areas draining stormwater associated with regulated concrete batch plants for evidence of,or the potential for,pollutants entering the drainage',system. These include,but are not limited to: cleaning areas, material handling areas,above ground storage tanks,hoppers or silos,dust collection/containment systems,and truck wash down and equipment cleaning areas. Measures implemented to reduce pollutants in runoff(including structural controls and implementation of management practices)must be evaluated to determine if they are effective and if they are implemented in accordance with the terms of this permit and with the permittee's SWP3. The operator shall conduct a visual inspection of equipment needed to implement the SWP3,such as spill response equipment. (b) Based on the results of the evaluation,the following must be revised as appropriate within two weeks of the evaluation. the description of potential pollutant sources identified in the SWP3(as required in Part W.B.i, "Description of Potential Pollutant Sources"); and pollution prevention measures and controls identified in the SWP3(as required in Part W.B.2, "Measures and Controls") The revisions may include a schedule for implementing the necessary changes. (c) The permittl a shall prepare and include in the SWP3 a!report summarizing the scope of the evaluation,the personnel making the evaluation,the date(s)of the evaluation,major observations relating to the implementation of the SWP3,and actions taken in response to the findings of the evaluation. The report must identify any incidents of noncompliance. Where the report does not identify incidences of noncompliance,the report must contain a statement that the evaluation did not identify any incidence(s),and the report must be signed according to 3o TAC§3o5.128,relating to Signatories to Reports. (d) The Comprehensive Compliance Evaluation may substitute for one of the required inspections delineated in Part IV.B.2.(c)of this general permit. Section C. Prohibition of Wastewater Discharges Wastewater discharges associated with concrete production including wastewater disposal by land application are not authorized under this general permit. These wastewater discharges must be authorized under an alternative ITCEQ water quality permit or otherwise disposed of in an authorized manner Discharges of concrete truck wash out at construction sites may be authorized if conducted in accordance with the requirements of Pari V of this general permit. Part V. Concrete Truck Wash Out Requirements This general permit authorizes the land disposal of wash out from concrete trucks at construction sites regulated under this general permit,provided the following requirements are met. Any discharge of concrete production waste water to surface water in the state must be authorized under a separate TCEQ general permit or individual permit. A. Discharge of concrete truck wash out water to surface water lin the state,including discharge to storm sewers,is prohibited by this general permit. B. Concrete truck wash out water shall be disposed in areas at the construction site where structural controls have been established to prevent discharge to surface water Page 46 Construction General Permit TPDES General Permit TXR150000 in the state,or to areas that have a minimal slope that allow infiltration and filtering of wash out water to prevent discharge to surface water in the state. Structural controls may consist of temporary berms,temporary shallow pits,temporary storage tanks with slow rate release,or other reasonable measures to prevent runoff from the construction site. C. Wash out of concrete trucks during rainfall events shall be minimized. The discharge of concrete truck wash out water is prohibited at all times,and the operator shall insure that its BMPs are sufficient to prevent the discharge of concrete truck wash out as the result of rainfall or stormwater runoff. D. The disposal of wash out water from concrete trucks,made under authorization of this general permit must not cause or contribute to groundwater contamination. E. If a SWP3 is required to be implemented,the SWP3 shall include concrete wash out areas on the associated site map. Part VI. Retention of Records The permittee must retain the following records for a minimum period of three(3)years from the date that a NOT is submitted as required in Part II.F.1 and 2 of this permit. For activities in which an NOT is not required,records shall be retained for a minimum period of three(3)years from the date that the operator terminates coverage under Section II.F.3 of this permit. Records include: A. A copy of the SWP3; B. All reports and actions required by this permit,including a copy of the construction site notice; C. All data used to complete the NOI,if an NOI is required for coverage under this general permit;and D. All records of submittal of forms submitted to the operator of any MS4 receiving the discharge and to the secondary operator of a large construction site,if applicable. Part VII. Standard Permit Conditions A. The permittee has a duty to comply with all permit conditions. Failure to comply with any permit condition is a violation of the permit and statutes under which it was issued(CWA and TWC),and is grounds for enforcement action,for terminating, revoking and reissuance,or modification,or denying coverage under this general permit,or for requiring a discharger to apply for and obtain an individual TPDES permit,based on rules located in TWC§23.086,3o TAC§305.66 and 4o CFR§122.41 (a) B. Authorization under this general permit maybe modified,suspended,revoked and reissued,terminated or otherwise suspended for cause,based on rules located in TWC§23.086,3o TAC§305.66 and 4o CFR§122.41(f). Filing a notice of planned changes or anticipated non-compliance by the permittee does not stay any permit condition. The permittee must furnish to the executive director,upon request and within a reasonable time,any information necessary for the executive director to determine whether cause exists for modifying,revoking and reissuing,terminating or,otherwise suspending authorization under this permit,based on rules located in TWC§23.086,30 TAC§305.66 and 4o CFR§122.41(h) Additionally,the permittee must provide to the executive director,upon request,copies of all records that the permittee is required to maintain as a condition of this general permit. C. It is not a defense for a discharger in an enforcement action that it would have been necessary to halt or reduce the permitted activity to maintain compliance with the permit conditions. Page 47 Construction General Permit TPDES General Permit TXR150000 D. Inspection and entry shall be allowed under TWC Chapters 26-28,Texas Health and Safety Code§§361I032-361.033 and 361.037,and 4o CFR§122.41(i).The statement in TWC§26.014 that commission entry of a facility shall occur according to an establishment's rules and regulations concerning safety,internal security,and fire protection is not grounds for denial or restriction of entry to any part of the facility or site,but merely describes the commission's duty to observe appropriate rules and regulations during an inspection. E. The discharger is subject to administrative,civil,and criminal penalties,as applicable,under TWC Chapter 7 for violations including but not limited to the following: 1. negligently or knowingly violating the federal CWA§§301,302,306,307,308, 318,or 405,or any condition or limitation implementing any sections in a permit issued under CWA§402,or any requirement imposed in a pretreatment program approved under CWA§§4o2(a)(3)or 402(b)(8); 2. knowingly making any false statement,representation,or certification in any record or other document submitted or required to be maintained under a permit,including monitoring reports or reports of compliance or noncompliance;and 3. knowingly viol lating CWA§303 and placing another person in imminent danger of death or serious bodily injury F. All reports and other information requested by the executive director must be signed by the person and iin the manner required by 3o TAC§305.128(relating to Signatories to Reports). G. Authorization under this general permit does not convey property or water rights of any sort and does not grant any exclusive privilege. H. The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment. I. The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control(and related appurtenances)that are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures.This provision requires the operation of back-up or auxiliary facilities or similar systems that are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of the permit. J. The permittee shall comply with the monitoring and reporting requirements in 4o CFR§122.41(j)and(1),as applicable. K. Analysis must be performed using sufficiently sensitive methods for analysis that comply with the rules located in 40 CFR§136.1(c)and 40 CFR§122.44(i)(1)(iv). Part VIII. Fees A. A fee of must be submitted along with the NOI. 1. $325 if submitting a paper NOI,or 2. $225 if submitting an NOI electronically B. Fees are due upon submission of the NOI. An NOI will not be declared administratively complete unless the associated fee has been'paid in full. C. No separate annual fees will be assessed for this general permit. The Water Quality Annual Fee has been incorporated into the NOI fees as described above. Page 48 Construction General Permit TPDES General Permit TXR150000 D. Effective September 1, 2018,applicants seeking coverage under an NOI or LREW must submit their application using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. Page 49 Construction General Permit TPDES General Permit TXR150000 Appendix A: Automatic Authorization Periods of Low Erosion Potential by County—Eligible Date Ranges f I Andrews: Nov 15-Apr 3o Ector Nov 15-Apr 3o Archer Dec. 15-Feb.14 Edwards: Dec.15-Feb.14 Armstrong: Nov 15-Apr 30 El Paso: Jan.1-Jul.14,or May 15-Jul. Bailey. Nov 1-Apr 30,or Nov 15-May 31,or Jun.1-Aug. 14,or Jun.15-Sept.14, 14 or Jul. 1-Oct. 14 or Jul. 15-Oct.31,or Aug. 1-Apr 3o,or Aug.15-May 14,or Baylor Dec. 15-Feb. 14 Sept.1-May 3o,or Oct.1-Jun.14,or Borden. Nov 15-Apr 3o Nov 1-Jun.30,or Nov 15-Jul. 14 Brewster. Nov 15-Apr.3o Fisher Dec.15-Feb.14 Briscoe: Nov 15-Apr 3o Floyd. Nov 15-Apr 30 Brown. Dec. 15-Feb. 14 Foard. Dec.15-Feb.14 Callahan. Dec. 15-Feb.14 Gaines: Nov 15 1 Apr 3o Carson. Nov 15-Apr 3o Garza. Nov 15- pr 30 Castro Nov 15-Apr 30 Glasscock: Nov 15-Apr 3o Childress: Dec.15-Feb.14 Hale: Nov 15-Apr 30 Cochran. Nov 1-Apr 3o,or Nov 15- Hall. Feb. -Mar 30 May 14 Hansford. Nov 15-Apr 3o Coke: Dec. 15-Feb.14 Hardeman. Dec. 15-Feb. 14 Coleman. Dec.15-Feb.14 Hartley Nov 15-Apr 3o Collingsworth. Jan.1-Mar 3o,or Dec.1- Haskell. Dec. 15-Feb. 14 Feb. 28 Hockley Nov 1-Apr 14,or Nov 15- Concho: Dec. 15-Feb.14 Apr 3o Cottle: Dec.15-Feb.14 Howard. Nov 15-Apr 3o Crane: Nov 15-Apr 3o Hudspeth. Nov 1-May 14 Crockett: Nov 15-Jan.14,or Feb. 1- Hutchinson. Nov 15-Apr 3o Mar 3° Irion. Dec.15-Feb.14 Crosby Nov 15-Apr 3o Jeff Davis: Nov 1-Apr 3o or Nov 15- Culberson. Nov 1-May 14 May 14 Dallam. Nov 1-Apr 14,or Nov 15-Apr Jones: Dec. 15-Feb.14 3° Kent: Nov 15-Jan.14 or Feb.1-Mar 3o Dawson. Nov 15-Apr 3o Kerr Dec. 15-Feb. 14 Deaf Smith. Nov 15-Apr 3o Kimble: Dec. 15 Feb.14 Dickens: Nov 15-Jan. 14,or Feb.1-Mar 3o King: Dec.15-Feb.14 Dimmit: Dec.15-Feb.14 Kinney Dec. 151 Feb. 14 Donley Jan. 1-Mar 30,or Dec.1-Feb. Knox: Dec.15-Feb. 14 28 Lamb: Nov 1-Apr 14,or Nov 15 -Apr Eastland. Dec.15-Feb.14 3° Page 50 Construction General Permit TPDES General Permit TXR1500o0 Loving: Nov 1-Apr 30,or Nov 15-May Scurry Nov 15-Apr 30 14 Shackelford. Dec.15 -Feb.14 Lubbock: Nov 15-Apr 30 Sherman. Nov 15-Apr 30 Lynn. Nov 15-Apr 3o Stephens: Dec. 15-Feb.14 Martin. Nov 15-Apr 30 Sterling: Nov 15-Apr 30 Mason. Dec.15-Feb. 14 Stonewall. Dec.15-Feb.14 Maverick: Dec. 15-Feb.14 Sutton. Dec. 15-Feb.14 McCulloch. Dec. 15 -Feb.14 Swisher Nov 15-Apr 30 Menard. Dec. 15-Feb. 14 Taylor Dec. 15-Feb. 14 Midland. Nov 15-Apr 3o Terrell. Nov 15 -Apr 30 Mitchell. Nov 15-Apr 30 Terry. Nov 15-Apr 30 Moore: Nov 15-Apr 30 Throckmorton. Dec. 15-Feb.14 Motley Nov 15-Jan.14,or Feb.1-Mar 30 Tom Green. Dec.15-Feb.14 Nolan. Dec. 15-Feb. 14 Upton. Nov 15-Apr 30 Oldham. Nov 15-Apr 30 Uvalde: Dec. 15-Feb. 14 Parmer• Nov 1-Apr 14,or Nov 15-Apr Val Verde: Nov 15-Jan. 14,or Feb.1- Mar 30 30 Pecos: Nov 15-Apr 3o Ward. Nov 1-Apr 14,or Nov 15-Apr 30 Potter Nov 15-Apr 3o Wichita. Dec. 15-Feb.14 Presidio: Nov 1-Apr 30,or Nov 15- May 14 Wilbarger Dec. 15-Feb.14 Randall. Nov 15-Apr 3o Winkler Nov 1-Apr 30,or Nov 15 - May 14 Reagan. Nov 15-Apr 3o Yoakum. Nov 1-Apr 30,or Nov 15- Real. Dec.15-Feb.14 May 14 Reeves: Nov 1-Apr 30,or Nov 15-May Young: Dec.15-Feb. 14 14 Wheeler Jan. 1-Mar 30,or Dec. 1-Feb. Runnels: Dec. 15-Feb. 14 28 Schleicher Dec.15-Feb. 14 Zavala. Dec.15-Feb.14 Page 51 Construction General Permit TPDES General Permit TXR150000 Appendix B:Erosivity Index(EI)Zones in Texas F iv ox ye#..•y • •4 4 K •4 4 ae 4' ,4 0-' > M i Y dfrr k • "„0 — w., r .* °! 1' P ; ii3.dl •$"N , 4`ra ":"'�"'.».....„« 00 0 did!rr 0 4 u e" 4 t, , I4.•R#F 4k,„AO a .,w+.f.a..«,. dqs 1110401001100 e.. 4l001". . ' ..r" e *8 4. �; *4 4"*. * 4 1 e*w Ni**0 - earl a mi.dl.! . A Y * « 0 *a . a a 4 di A �'*sir 4 >wa.'ns Pr- w..w.0 Y , 1�a: ♦e* * ** °i� art**I*,hops wai Maas a ** ;$ .m' 8 r !P as 0 r,4 4 sit 8 d r. * 8 •o .. .. aawa ana 48 +.tx<ear..w_ yk 4g .c t 1*W 4 a w� *."6 is N NIi U,W ..,... r _ r. .si000 •444 � .,*i f 4, **t - * *J *0 apse ra1i.000 /Ye qq ,, = 1# a 11111 a�3 = v3. ° #i4., i# w.4. ilk . 41.t.}.. kr sue. ,:..y qM Ili 4dfc„ ' s a. a�i� "+0 s.`sr s x r. <4 x • k; *4 a •a@ `4 . ae .4 i a.a ;,.` t $V k... w.x ', `'� .,. ..44! w e 14 w V W V* „ . a s 4k' p .. r s R*4 t }�'i' m ka sM '� �'� �' a.an s = a . a !t It 72 «w . €.�+ , 4}M*le m t.$•. arw.alll aef�• .�,00 10 #° 0 'R t a p r adz. „ .. ... .E.wa.do 4•4 sr~ a M ekfw deft V. 4 a <t 4. .•0 4 aaac; a .. . 4•Rr ,'# t#:i d`d 4 *r 1� 44*a a ma waw . '.. ., *ys .4' 'CUR a*,`. *la 4 Ip .r <. r e.tIO R...t 4*,x OW 'MI aw awr 1a *** a*4 Al g lD at �; . 4'0r*x.* **,e; NNW MY* 00sews0 , p..+ . * ....4R *4 4 ! , @*448*4*f9w„a+.4 s' �' 40 tti aIi ar►�e, it .. *.� ,a rE 44 Ai*.a. * dYWawr.a11 - x ) A9R ;1,, ' +a x f*. p e" '17*: 3W000#ing "ems: a' iF 4 kT <' _ { Vwe 4*4.ayaw 88 d1 aiwi.rlar r 4. M6 �P .y'kx. ` I • r ' .w w.r wW wwr yar..Wr ...'.. $ ,da A dtlt• �l'MI ...t/OW appear.aaa.,a.wa aft,, * *m a < . x sp .eea fwmw asi. pr..ea.aria. zS 4 .. 4, •O e6 f'..s.v f., .£ a. < sac+w ,............,4*diva.rw ..e' s«w .x .+e�.0 4,0e 3u r p, a" <... .. - 10:r+ew.ew 10 ike�r.sees . ' rn ....1_.w •1** t'F * _ : alp 00 /1110110 000 000 a1a R". ' afs;•5 *4 ' MO 44 .! . ..„, .,° _ :'S-. , .. .* a,• ,sal.rw«xcr maw a . 44^ , • t: A t � -i. a ?* Adapted from Chapter 2 of USDA Agriculture Handbook 703. `Predicting Soil Erosion by Water A Guide to Conservation Planning With tale Revised Universal Soil Loss Equation(RUSLE),"U.S.Department of Agriculture,Agricultural Research Service Page 52 Construction General Permit TPDES General Permit TXR150000 Appendix C: Isoerodent Map AI -Mt NM WP Wi rArigfi"jig I VA',1 rtia II ibl'al Wii WWI I tt; trietifistar PAN tr im itAr t a 411"011;11,Altili 4,+11 . ,;!4SAritigirifirictilr40-44,1ittAlt-41tiew:110471:v-ir***It MI Tits laIN°i qr°t o3°k#v4 ..1i0'aOFa*l•W4 IIIi1 �;*t ►trk.li144.61 c 1 iO4k10it01IFAiN.11i; a ' " . ! flu■I I rr. !1 "," I! 1i 4,li°.i4r 4i41?1 i1 1r14g,'6ik1,if)i 41Pin /0iriol eitfi mliitii?ii0n llaiDii6ii"i 5Iroaikoil iairvIlaalr iii .IAl*t1 f h$i4t‘i1 4i"iipi 1maK r'sptirvr NLtkilii414fiiieiWr14o0&1Nr1SA0f4011t i 11Cl4a1111',•1A e1-4 i40e%1 . W V 11 i " togs lilt* U .pow dill►4 - t 16 :i7#t1gt-•'1.a 111111Thia Will 2141'41, rat 7 'C ...4. 01 1 T—..... Adapted from Chapter 2 of USDA Agriculture Handbook 703:`Predicting Soil Erosion by Water A Guide to Conservation Planning With the Revised Universal Soil Loss Equation(RUSLE),"U.S.Department of Agriculture,Agricultural Research Service Page 53 • O O O O O O O O O O .1 N 2 O. 2 0 a. O. O' 0, 0, O\ .-, 0 .. 0 CO 0 0 O, O. O' O' as 0' 0 - - ., - O ti ON ON Cr, a, CO 0' CO C 0' 0' G) In,F,-1 N �[! C CI O� O In as as bi O. co co W ON+ ;-• 1-1 .� LG^' .+ Q C CN N. in a rn 00 74 XI O Q O, N 7 N. 00 00 I CO O, CO VD ' Q 41 y ,� p QI `0 O. a0 00 00 00 W N. N. co 00 rn a-+ G) a, co 00 CO 00 O. C. n CO N. 0 .O N CO I' 7 V a) coO CO O N. f/a _- _ _ _ _. co L. A L. h . .O N. N N S o q co 0 W NO ON O.- C•` N 'C N NO N .-1 Q W dj alr, b 'off CO "Cl CZ � � W Q• O% N O 0 N. N 00o. N. O NO No NO 'C LO 10 1 1 a U 1- N O c0 c0 N N. ,-1 CO V .-1 N. '0 In N NOIn to 'C Q CI) N a. 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A,"Z d NO ,-1 ,-1 O O ,-1 1-1 .-I N ,-' M d a 01 U C.).• O O O O O O O O O O O •� * C.IUQ D W a• °o cr, a e+ CO a s a 0 TCEQ Office Use Only Permit No: CN RN: ruM Notice of Intent (NOI) for an Authorization for Stormwater Discharges Associated with rag Construction Activity under 'MEG TPDES General Permit TXZ150000 IMPORTANT INFORMATION Please read and use the General Information and Instructions prior to filling out each question in the NOI form. Use the NOI Checklist to ensure all required information is completed correctly Incomplete applications delay approval or result in automatic denial. Once processed your permit authorization can be viewed by entering the following link into your Internet browser http://www2 tceq texas.gov/wq_dpa/index.cfm or you can contact TCEQ Stormwater Processing Center at 512-239-3700. ePERMiTS r.ft„. ... Effective September 1, 2018, this paper form must be submitted to TCEQ with a completed electronic reporting waiver form(TCEQ 20754). To submit an NOI electronically, enter the following web address into your internet browser and follow the instructions. https.//www3 tceq texas.gov/steers/index.cfm APPLICATION FEE AND PAYMENT The application fee for submitting a paper NOI is $325 The application fee for electronic submittal of a NOI through the TCEQ ePermits system(STEERS) is $225 Payment of the application fee can be submitted by mail or through the TCEQ ePay system. The payment and the NOI must be mailed to separate addresses. To access the TCEQ ePay system enter the following web address into your internet browser http://www tceq texas.gov/epay Provide your payment information for verification of payment: • If payment was mailed to TCEQ, provide the following: o Check/Money Order Number o Name printed on Check: • If payment was made via ePay, provide the following: o Voucher Number o A copy of the payment voucher is attached to this paper NOI form. TCEQ-2oo22(3/6/2oi8) Page I Notice of Intent for Construction Stormwater Discharges under TXR150000 RENEWAL(This portion of the NOI is not applicable after June 3,,2018) m Is this NOI for a renewal of an existing authorization? ❑Yes f,No If Yes, provide the authorization number here: TXR15 NOTE. If an authorization number is not provided, a new number will be assigned. SECTION 1. OPERATOR (APPLICANT) a) If the applicant is currently a customer with TCEQ, what is the! Customer Number (CN) issued to this entit I? CN (Refer to Section 1.a) of the Instructions) b) What is the Legal Name of the entity (applicant) applying for this permit? (The legal name must be spelled exactly as filed with the Texas Secretary of State, County, or in the legal document forming the entity) c) What is the contact information for the Operator (Responsible Authority)? I Prefix(Mr Ms. Miss): First and Last Name: Suffix: Title: Credentials. Al Phone Number Fax Number E-mail. Mailing Address. City, State, and Zip Code: Mailing Information if outside USA. Territory 1, Country Code: Postal Code: I 'd) Indicate the type of customer Cl, Individual C{ Federal Government ❑'Limited Partnership 0 County Government El General Partnership 0 State Government ❑ Trust 0 City Government 0 Sole Proprietorship (D.B.A.) Cf Other Government © Corporation 0 Other ❑Estate e) Is the applicant an independent operator? 0 Yes 0 No TCEQ-2oo22(3/6/2018) Page 2 Notice of Intent for Construction Stormwater Discharges under TXR150000 (If a governmental entity, a subsidiary, or part of a larger corporation, check No.) f) Number of Employees. Select the range applicable to your company CI 0-20 L7 251-500 a 21-100 L( 501 or higher 0 101-250 g) Customer Business Tax and Filing Numbers: (Required for Corporations and Limited Partnerships. Not Required for Individuals, Government, or Sole Proprietors.) State Franchise Tax ID Number Federal Tax ID• r Texas Secretary of State Charter (filing) Number DUNS Number (if known): I _ SECTION 2. APPLICATION CONTACT Is the application contact the same as the applicant identified above? n Yes, go to Section 3 0 No, complete this section Prefix(Mr Ms. Miss): First and Last Name: ► I Suffix: Title: r I Credential. Organization Name: ,mm Phone Number _ I Fax Number L E-mail. 1 Mailing Address. 1 Internal Routing (Mail Code, Etc.): _ City, State, and Zip Code: _ � Mailing information if outside USA. Territory L Country Code: r_ . -17 Postal Code: SECTION 3. REGULATED ENTITY (RE) INFORMATION ON PROJECT OR SITE a) If this is an existing permitted site, what is the Regulated Entity Number (RN) issued to this site? RN ' ,_ (Refer to Section 3.a) of the Instructions) TCEQ-2oo22(3/6/2o18) Page 3 Notice of Intent for Construction Stormwater Discharges under TXR150000 b) Name of project or site (the name known by the community where it's located): c) In your own words, briefly describe the type of construction occurring at the regulated site (residential, industrial, commercial, or other): d) County or Counties (if located in more than one): . . . I e) Latitude: - Longitude: I f) Site Address/Location If the site has a physical address such as 12100 Park 35 Circle, Austin, TX 78753, complete Section A. If the site does not have a physical address, provide a location description in Section B. Example: located on the!north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1 Section A. Street Number and Name: City, State, and Zip Code: Section B. Location Descriptions City(or city nearest to) where the site is located. ' Zip Code where the site is located. L SECTION 4. GENERAL CHARACTERISTICS a) Is the project or site located on Indian Country Lands? b Yes, do not submit this form. You must obtain authorization through EPA Region 6 'D No b) Is your construction activity associated with a facility that, when completed, would be associated with the exploration, development, or production of oil or gas or geothermal resources? EI Yes. Note: The construction stormwater runoff may be under jurisdiction of the Railroad Commission of Texas and may need to obtain authorization through EPA Region 6 DNo c) What is the Primary Standard Industrial Classification(SIC) Code that best describes the construction activity being conducted at the site? _ s d) What is the Secondary SIC Code(s), if applicable? r e) What is the total number of acres to be disturbed? m_ f) Is the project part of a larger common plan of development Or sale? TCEQ-2oo22(3/6/2°18) Page 4 Notice of Intent for Construction Stormwater Discharges under TXR150000, b Yes E_.S 0 No. The total number of acres disturbed, provided in e) above, must be 5 or more. If the total number of acres disturbed is less than 5, do not submit this form. See the requirements in the general permit for small construction sites. g) What is the estimated start date of the project? h) What is the estimated end date of the project? N _ _ _. i) Will concrete truck washout be performed at the site? D,Yes CI No j) What is the name of the first water body(ies) to receive the stormwater runoff or potential runoff from the site? k) What is the segment number(s) of the classified water body(ies) that the discharge will eventually reach? 1) Is the discharge into a Municipal Separate Storm Sewer System(MS4)? 0 Yes D No If Yes, provide the name of the MS4 operator Note: The general permit requires you to send a copy of this NOI form to the MS4 operator m) Is the discharge or potential discharge from the site within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the Edwards Aquifer, as defined in 30 TAC Chapter 213? q Yes, complete the certification below 0 No, go to Section 5 I certify that the copy of the TCEQ approved Plan required by the Edwards Aquifer Rule (30 TAC Chapter 213) that is included or referenced in the Stormwater Pollution Prevention Plan will be implemented. O Yes SECTION 5. NOI CERTIFICATION a) I certify that I have obtained a copy and understand the terms and conditions of the Construction General Permit (TXR150000). 0 Yes b) I certify that the full legal name of the entity applying for this permit has been provided and is legally authorized to do business in Texas. 0 Yes c) I understand that a Notice of Termination(NOT) must be submitted when this authorization is no longer needed. 0 Yes d) I certify that a Stormwater Pollution Prevention Plan has been developed, will be implemented prior to construction and to the best of my knowledge and belief is compliant with any applicable local sediment and erosion control plans, as required in the Construction General Permit (TXR150000). 0 Yes Note: For multiple operators who prepare a shared SWP3, the confirmation of an operator may be limited to its obligations under the SWP3, provided all obligations are confirmed by at least one operator TCEQ-2oo22(3/6/2018) Page 5 Notice of Intent for Construction Stormwater Discharges under TXR150000 SECTION 6. APPLICANT CERTIFICATION SIGNATURE Operator Signatory Name: 7— mm_ Operator Signatory Title: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,Ithe information submitted is, to the best of my knowledge and belief, true, accurate, and ciomplete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further certify that I am authorized under 30 Texas Administr hive Code §305 44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Ja Signature (use blue ink)• J Date. TCEQ-2oo22(3/6/2018) Page 6 Notice of Intent for Construction Stormwater Discharges under TXR15000 0 NOTICE OF INTENT CHECKLIST (TXR1 50000) Did you complete everything? Use this checklist to be sure! Are you ready to mail your form to TCEQ? Go to the General Information Section of the Instructions for mailing addresses. Confirm each item(or applicable item) in this form is complete. This checklist is for use by the applicant to ensure a complete application is being submitted. Missing information may result in denial of coverage under the general permit. (See NOI process description in the General Information and Instructions.) APPUCAT.ON FEE If paying by check: CQ Check was mailed separately to the TCEQs Cashier's Office. (See Instructions for Cashier's address and Application address.) E Check number and name on check is provided in this application. If using ePay O The voucher number is provided in this application and a copy of the voucher is attached. RENEWAL: El If this application is for renewal of an existing authorization, the authorization number is provided. OPERNFORwINFORMATION D Customer Number (CN) issued by TCEQ Central Registry © Legal name as filed to do business in Texas. (Call TX SOS 512-463-5555 to verify) 0, Name and title of responsible authority signing the application. ©Phone number and e-mail address © Mailing address is complete &verifiable with USPS. www.usps.com O Type of operator (entity type). Is applicant an independent operator? © Number of employees. CI For corporations or limited partnerships - Tax ID and SOS filing numbers. 0 Application contact and address is complete &verifiable with USPS. http://www.usps.com REGULATED ENTITY(RE) INFORMATION ON PROJECTOR SITE. CI Regulated Entity Number (RN) (if site is already regulated by TCEQ) O Site/project name and construction activity description 0 County CI Latitude and longitude http://www.tceq.texas.gov/gis/sqmaview.html TCEQ 20022 Checklist(03/06/2018) Page 1 Ll Site Address/Location. Do not use a rural route or post office box. FONEAAL CHARACTERISTICS CC Indian Country Lands -ti e facility is not on Indian Country Lands. I Construction activity related to facility associated to oil, gas, or geothermal resources CI Primary SIC Code that best describes the construction activity being conducted at the site. www.osha.gov/oshstats/sicser.html_ IP Estimated starting and ending dates of the project. CI Confirmation of concrete truck washout. CI Acres disturbed is provided and qualifies for coverage through a NOI. C[ Common plan of development or sale. CI Receiving water body or water bodies. O Segment number or numbers. 0 MS4 operator fp Edwards Aquifer rule. CERTIFICATION _ ,__ i _. El Certification statements have been checked indicating Yes. C3 Signature meets 30 Texas Administrative Code (TAC) §305 44 and is original. i TCEQ 20022 Checklist (03/06/2018) Page 2 Instructions for Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity under TPDES General Permit (TXR.150000) GENERAL INFORMATION Where to Send the Notice of Intent(NOI): By Regular Mail. By Overnight or Express Mail. TCEQ TCEQ Stormwater Processing Center (MC228) Stormwater Processing Center (MC228) P 0 Box 13087 12100 Park 35 Circle Austin, Texas 78711-3087 Austin, TX Application Fee: _ ._ The application fee of $325 is required to be paid at the time the NOI is submitted. Failure to submit payment at the time the application is filed will cause delays in acknowledgment or denial of coverage under the general permit. Payment of the fee may be made by check or money order, payable to TCEQ, or through EPAY (electronic payment through the web) Mailed Payments: Use the attached General Permit Payment Submittal Form. The application fee is submitted to a different address than the NOI. Read the General Permit Payment Submittal Form for further instructions, including the address to send the payment. ePAY Electronic Payment: http.//www.tceq.texas.gov/epay When making the payment you must select Water Quality, and then select the fee category "General Permit Construction Storm Water Discharge NOI Application" You must include a copy of the payment voucher with your NOI. Your NOI will not be considered complete without the payment voucher 'TCEQ Contact List: ___ Application- status and form questions. 512-239-3700, swpermit@tceq texas.gov Technical questions. 512-239-4671, swgp@tceq texas.gov Environmental Law Division. 512-239-0600 Records Management - obtain copies of forms: 512-239-0900 Reports from databases (as available): 512-239-DATA(3282) Cashier's office: 512-239-0357 or 512-239-0187 `Notice of Intent Process: __ When your NOI is received by the program, the form will be processed as follows. • Administrative Review. Each item on the form will be reviewed for a complete response. In addition, the operator's legal name must be verified with Texas Secretary of State as valid and active (if applicable) The address(es) on the form must be verified with the US Postal service as receiving regular mail delivery Do not give an overnight/express mailing address. TCEQ 20022 (3/6/2018) Page 1 Instructions for Notice of Intent for TPDES General Permit TXR150000 • Notice of Deficient• i If an item is incomplete or not verifiable as indicated above, a notice of deficiency (NOD) will be mailed to then operator The operator will have 30 days to respond to the NOD The response will be ' reviewed for completeness. • Acknowledgment of Coverage: An Acknowledgment Certificate will be mailed to the operator This'certificate acknowledges coverage under the general permit. or Denial of Coverage: If the operator fails to respond to the NOD or the response is inadequate, coverage under the general permit may be denied. If coverage is denied, the operator will be notified. [General Permit(Your Permit) — , .a For NOIs submitted electronically through ePermits, provisional coverage under the general permit begins immediately following confirmation of receipt of the NOI form by the TCEQ. 1 For paper NOIs, provisional coverage under the general permit begms 7 days after a completed NOI is pl stmarked for delivery to the TCEQ. d You should have a copy of'l your general permit when submitting your application. You may view and print your permit for which you are seeking coverage, on the TCEQ web site http://www.tceq.texasl.gov Search using keyword TXR150000. Change in Qperator _ — . An authorization under the general permit is not transferable. If the operator of the regulated project or site changes, the present permittee must submit a Notice of Termination and the new operator must submit a Notice of Intent. The NOT and NOI must be submitted no later than 10 days prior to the change in Operator status. TCEQ Central Registry Core Data Form The Core Data Form has been incorporated into this form. Do not send a Core Data Form to TCEQ. After final acknowledgment of coverage under the general permit, the program will assign a Customer Number and Regulated Entity Number, if one has not already been assigned to this customer for site. I For existing customers and sites, you can find the Customer Number and Regulated Entity Number by entering the following web address into your internet browser http://www15 tceq.texas.gov/crpub/ or you can contact the TCEQ Stormwater Processing Center at 512-239-3700 for assistance. On the website, you can Isearch by your permit number, the Regulated Entity(RN) number, or the Customer Number (CN). If you do not know these numbers, you scan select "Advanced Search" to sear i h by permittee name, site address, etc. The Customer (Permittee) is responsible for providing consistent information to the TCEQ, and for updating all CN and RN data for all authorizations as changes occur For this permit, a Notice of Change form must be submitted to the program area. TCEQ 20022 (3/6/2018) I Page 2 Instructions for Notice of Intent for TPDES General Permit TXR150000 ,INSTRUCTIONS FOR F LL NG OUT THE NOI FOR 4+I Renewal of General Permit. Dischargers holding active authorizations under the expired General Permit are required to submit a NOI to continue coverage. The existing permit number is required. If the permit number is not provided or has been terminated, expired, or denied, a new permit number will be issued. Section 1..OPERATOR(APPLICANT) a) Customer Number (CN) TCEQ's Central Registry will assign each customer a number that begins with CN, followed by nine digits. This is not a permit number, registration number, or license number If the applicant is an existing TCEQ customer, the Customer Number is available at the following website: http://wwwl5.tceq.texas.gov/crpub/ If the applicant is not an existing TCEQ customer, leave the space for CN blank. b) Legal Name of Applicant Provide the current legal name of the applicant. The name must be provided exactly as filed with the Texas Secretary of State (SOS), or on other legal documents forming the entity, as filed in the county You may contact the SOS at 512-463-5555, for more information related to filing in Texas. If filed in the county, provide a copy of the legal documents showing the legal name. c) Contact Information for the Applicant (Responsible Authority) Provide information for the person signing the application in the Certification section. This person is also referred to as the Responsible Authority Provide a complete mailing address for receiving mail from the TCEQ. The mailing address must be recognized by the US Postal Service. You may verify the address on the following website: https://tools.usps.com/go/ZipLookupAction!input.action. The phone number should provide contact to the applicant. The fax number and e-mail address are optional and should correspond to the applicant. d) Type of Customer(Entity Type) Check only one box that identifies the type of entity Use the descriptions below to identify the appropriate entity type. Note that the selected entity type also indicates the name that must be provided as an applicant for an authorization. Individual An individual is a customer who has not established a business, but conducts an activity that needs to be regulated by the TCEQ. Partnership A customer that is established as a partnership as defined by the Texas Secretary of State Office (TX SOS). If the customer is a `General Partnership' or `Joint Venture' filed in the county (not filed with TX SOS), the legal name of each partner forming the `General Partnership' or 'Joint Venture' must be provided. Each `legal entity' must apply as a co-applicant. TCEQ 20022 (3/6/2018) Page 3 Instructions for Notice of Intent for TPDES General Permit TXR150000 Trust or Estate A trust and an estate are fiduciary relationships governing the trustee/executor with respect to the test/estate property Sole Proprietorship (DBA) A sole proprietorship,is a customer that is owned by only one person and has not been incorporated. Tliis business may 1 be under the person's name 2 have its own name (doing business as or DBA) 3 have any number of employees. If the customer is a Sole Proprietorship or DBA, the `legal name' of the individual business `owner' must be provided. The DBA name is not recognized as the `legal name' of the entity The DBA name may be used for the site name (regulated entity). Corporation A customer that meets all of these conditions. 1 is a legally incorporated entity under the laws of any state or country 2 is recognized as a corporation by the Texas Secretary of State 3 has proper operating authority to operate in Texas, The corporation's `legal name' as filed with the Texas Secretary of State must be provided as applica# An `assumed' name of a corporation is not recognized as the `legal name' of the entity Government Federal, state, county,:or city government (as appropriate The customer is either an agency of one of these levels of government or the governmental body iltelf The government agency's `legal name' must be provided as the applicant. A department name or other description of the organization is not recognized as the `legal name' Other This may include a utility district, water district, tribal government, college district, council of governments, or river authority Provide the specific type of government. e) Independent Entity i, Check No if this customer is a subsidiary, part of a larger company, or is a governmental entity Othrwise, check Yes. f) Number of Employees Check one box to show the number of employees for this customer's entire company, at all locations. This is not necessarily the number of employees at the site named in the application: TCEQ 20022 (3/6/2018) Page 4 Instructions for Notice of Intent for TPDES General Permit TXR150000 g) Customer Business Tax and Filing Numbers These are required for Corporations and Limited Partnerships. These are not required for Individuals, Government, and Sole Proprietors. State Franchise Tax ID Number Corporations and limited liability companies that operate in Texas are issued a franchise tax identification number If this customer is a corporation or limited liability company, enter the Tax ID number Federal Tax ID All businesses, except for some small sole proprietors, individuals, or general partnerships should have a federal taxpayer identification number (TIN). Enter this number here. Use no prefixes, dashes, or hyphens. Sole proprietors, individuals, or general partnerships do not need to provide a federal tax ID TX SOS Charter (filing)Number Corporations and Limited Partnerships required to register with the Texas Secretary of State are issued a charter or filing number You may obtain further information by calling SOS at 512-463-5555 DUNS Number Most businesses have a DUNS (Data Universal Numbering System) number issued by Dun and Bradstreet Corp. If this customer has one, enter it here. Section 2.APPLICATION CONTACT Provide the name and contact information for the person that TCEQ can contact for additional information regarding this application. Section 3. REGULAiWU ENTITY(RE)INFORMATION-ON PROJECT OR SITE. „�.,. ,,.. a) Regulated Entity Number(RN) The RN is issued by TCEQ's Central Registry to sites where an activity is regulated by TCEQ. This is not a permit number, registration number, or license number Search TCEQ's Central Registry to see if the site has an assigned RN at http://wwwl5.tceq.texas.gov/crpub/ If this regulated entity has not been assigned an RN, leave this space blank. If the site of your business is part of a larger business site, an RN may already be assigned for the larger site. Use the RN assigned for the larger site. If the site is found, provide the assigned RN and provide the information for the site to be authorized through this application. The site information for this authorization may vary from the larger site information. An example is a chemical plant where a unit is owned or operated by a separate corporation that is accessible by the same physical address of your unit or facility ' Other examples include industrial parks identified by one common address but different corporations have control of defined areas within the site. In both cases, an RN would be assigned for the physical address location and the permitted sites would be identified separately under the same RN TCEQ 20022 (3/6/2018) Page 5 Instructions for Notice of Intent for TPDES General Permit TXR150000 b) Name of the Project or Site Provide the name of the site or project as known by the public in the area where the site is located. The name you provide on this application will:be used in the TCEQ Central Registry as the Regulated Entity name. c) Description of Activity Regulated In your own words, briefly describe the primary business that you are doing that requires this authorization. Do not repeat the SIC Code desdiption. d) County Provide the name of the county where the site or project is located. If the site or project is located in more than one county, provide the county names as secondary e) Latitude and Longitude Enter the latitude and longitude of the site in degrees, minutes, and seconds or decimal form. For help obtaining the latitude and longitude, go to: http://www.tceq.texas.gov/gis/sgmaview.html. f) Site Address/Location If a site has an address that includes a street number and street name, enter the complete address for the site in Section A. If the physical address is not recognized as a USPS delivery address, you may need to validate the address with your local police (911 service) or through Ian online map site used to locate a site. Please confirm this to be a complete and valid address. Do not use a rural route or post office box for a site location. ! If a site does not have an address that includes a street number and street name, provide a complete written location description in Section BJFor example: "The site is located on the north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1 " 1 Provide the city(or nearest city) and zip code of the site location. [Section4. GENERAL CHARACTERISTICS a) Indian Country Lands If your site is located on1Indian Country Lands, the TCEQ does.not have authority to process your application. You must obtain authorization through EPA Region 6, Dallas. Do not submit this form to TCEQ. b) Construction activity associated with facility associated with exploration, development, or production of oil, gals or geothermal resources If your activity is associated with oil and gas exploration, development, or production, you may be under jurisdiction of the Railroad Commission of Texas (RRC) and may need to obtain authorization from EPA Region 6 Construction activities associated with a facility related to oil, gas or geothermal resources may include the construction of a well site; treatment or storage facility; underground hydrocarbon or natural gas storage facility; reclamation plant; gas processing facility; compressor station, terminal facility where crude oil is stored prior to refining and at which'refined products are stored solely for use at the facility; a TCEQ 20022 (3/6/2018) ± Page 6 Instructions for Notice of Intent for TPDES General Permit TXR150000 � I carbon dioxide geologic storage facility; and a gathering, transmission, or distribution pipeline that will transport crude oil or natural gas, including natural gas liquids, prior to refining of such oil or the use of the natural gas in any manufacturing process or as a residential or industrial fuel. Where required by federal law, discharges of stormwater associated with construction activities under the RRC's jurisdiction must be authorized by the EPA and the RRC, as applicable. Activities under RRC jurisdiction include construction of a facility that, when completed, would be associated with the exploration, development, or production of oil or gas or geothermal resources, such as a well site; treatment or storage facility; underground hydrocarbon or natural gas storage facility; reclamation plant; gas processing facility; compressor station, terminal facility where crude oil is stored prior to refining and at which refined products are stored solely for use at the facility; a carbon dioxide geologic storage facility under the jurisdiction of the RRC, and a gathering, transmission, or distribution pipeline that will transport crude oil or natural gas, including natural gas liquids, prior to refining of such oil or the use of the natural gas in any manufacturing process or as a residential or industrial fuel. The RRC also has jurisdiction over stormwater from land disturbance associated with a site survey that is conducted prior to construction of a facility that would be regulated by the RRC. Under 33 U.S.C. §1342(1)(2) and §1362(24), EPA cannot require a permit for discharges of stormwater from field activities or operations associated with{oil and gas} exploration, production, processing, or treatment operations, or transmission facilities, including activities necessary to prepare a site for drilling and for the movement and placement of drilling equipment, whether or not such field activities or operations may be considered to be construction activities unless the discharge is contaminated by contact with any overburden, raw material, intermediate product, finished product, byproduct, or waste product located on the site of the facility Under §3.8 of this title (relating to Water Protection), the RRC prohibits operators from causing or allowing pollution of surface or subsurface water Operators are encouraged to implement and maintain best management practices (BMPs) to minimize discharges of pollutants, including sediment, in stormwater during construction activities to help ensure protection of surface water quality during storm events. For more information about the jurisdictions of the RRC and the TCEQ read the Memorandum of Understanding (MOU)between the RRC and TCEQ at 16 Texas Administrative Code, Part 1, Chapter 3, Rule 3 30, by entering the following link into an internet browser http://texreg.sos.state.tx.us/public/readtac$ext.TacPage?sl=R&app=9&p_dir=&p_rloc= &p_tloc=&p_ploc=&pg=1&p_tac=&ti=16&pt=1&ch=3&r1=30 or contact the TCEQ Stormwater Team at 512-239-4671 for additional information. c) Primary Standard Industrial Classification(SIC) Code Provide the SIC Code that best describes the construction activity being conducted at this site. Common SIC Codes related to construction activities include: • 1521 - Construction of Single Family Homes • 1522 - Construction of Residential Buildings Other than Single Family Homes • 1541 - Construction of Industrial Buildings and Warehouses TCEQ 20022 (3/6/2018) Page 7 Instructions for Notice of Intent for TPDES General Permit TXR150000 • 1542 - Construction of Non-residential Buildings, other than Industrial Buildings and Warehouses • 1611 - Highway and Street Construction, except Highway(Construction • 1622 -Bridge, Tunnel, and Elevated Highway Construction • 1623 -Water, Sewer, Pipeline and Communications, and Power Line Construction For help with SIC Code , enter the following link into your Internet browser http://www.osha.gov/pls/imis/sicsearch.html or you can contact the TCEQ Small Business and Local Government Assistance Section at 800-447-2827 for assistance. d) Secondary SIC Code Secondary SIC Code(s) may be provided. Leave this blank if not applicable. For help with SIC Codes, enter the following link into your Internet browser http://www.osha.gov/pls/imis/sicsearch.html or you can contact the TCEQ Small Business and Environmental Assistance Section at 800-447-2827 for assistance. e) Total Number of Acres Disturbed Provide the approximate number of acres that the construction site will disturb. Construction activities that disturb less than one acre, unless they are part of a larger common plan that disturbs more than one acre, do not require permit coverage. Construction activities that disturb between one and five acres, unless they are part of a common plan that disturbs more than five,acres, do not require submission of an NOI. (Therefore, the estimated area of landidisturbed should not be less than five, unless the project is part of a larger common plan that disturbs five or more acres. Disturbed means any clearing, grading, excavating, or other similar activities. If you have any questions about this item, please contact the stormwater technical staff by phone at 512- 39-4671 or by email at swgp@tceq.teas.gov f) Common Plan of Development Construction activities that disturb less than five acres do np t require submission of an NOI unless they are part of a common plan of development or for sale where the area disturbed is five or more acres. Therefore, the estimated area of land disturbed should not be less than five, unless the project is part of a larger common plan that disturbs five or more acres. Disturbed means any clearing, grading, excavating, or other similar activities. For more information on what a common plan of development is, refer to the definition of "Common Plan of Development" in the Definitions section of the general permit or enter the following link into your Internet browser www.tceq.texas.gov/permitting/stormwater/common_plan_of_development_steps.htm1_ For further information, go to the TCEQ stormwater construction webpage enter the following link into your Internet browser www.tceq.texas.gov/goto/construction and search for "Additional Guidance and Quick Links" If you have any further questions about the Common Plan of Development you can contact the TCEQ Stormwater Team at 512-239-4671 or the TCEQ Small Business and Environmental Assistance at 800-447- 2827 TCEQ 20022 (3/6/2018) Page 8 Instructions for Notice of Intent for TPDES General Permit TXR150000 ' g) Estimated Start Date of the Project This is the date that any construction activity or construction support activity is initiated at the site. If renewing the permit provide the original start date of when construction activity for this project began. h) Estimated End Date of the Project This is the date that any construction activity or construction support activity will end and final stabilization will be achieved at the site. i) Will concrete truck washout be performed at the site? Indicate if you expect that operators of concrete trucks will washout concrete trucks at the construction site. j) Identify the water body(s)receiving stormwater runoff The stormwater may be discharged directly to a receiving stream or through a MS4 from your site. It eventually reaches a receiving water body such as a local stream or lake, possibly via a drainage ditch. You must provide the name of the water body that receives the discharge from the site (a local stream or lake). If your site has more than one outfall you need to include the name of the first water body for each outfall, if they are different. k) Identify the segment number(s) of the dassified water body(s) Identify the classified segment number(s) receiving a discharge directly or indirectly Enter the following link into your internet browser to find the segment number of the classified water body where stormwater will flow from the site: www.tceq.texas.gov/waterquality/monitoring/viewer.html or by contacting the TCEQ Water Quality Division at (512) 239-4671 for assistance. You may also find the segment number in TCEQ publication GI-316 by entering the following link into your internet browser www.tceq.texas.gov/publications/gi/gi-316 or by contacting the TCEQ Water Quality Division at (512) 239-4671 for assistance. If the discharge is into an unclassified receiving water and then crosses state lines prior to entering a classified segment, select the appropriate watershed. • 0100 (Canadian River Basin) • 0200 (Red River Basin) • 0300 (Sulfur River Basin) • 0400 (Cypress Creek Basin) • 0500 (Sabine River Basin) Call the Water Quality Assessments section at 512-239-4671 for further assistance. 1) Discharge into MS4 -Identify the MS4 Operator The discharge may initially be into a municipal separate storm sewer system(MS4). If the stormwater discharge is into an MS4, provide the name of the entity that operates the MS4 where the stormwater discharges. An MS4 operator is often a city, town, county, or utility district, but possibly can be another form of government. Please note that the Construction General Permit requires the Operator to supply the MS4 with a TCEQ 20022 (3/6/2018) Page 9 Instructions for Notice of Intent for TPDES General Permit TXR150000 copy of the NOI submitted to TCEQ. For assistance, you may call the technical staff at 512-239-4671 m) Discharges to the Edwards Aquifer Recharge Zone and Certification The general permit requires the approved Contributing Zone Plan or Water Pollution Abatement Plan to be included or referenced as a part of the Stormwater Pollution Prevention Plan. See maps on the TCEQ website to determine if the site is located within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the Edwards Aquifer by entering the following link into an internet browser www.tceq.texas.gov/field/eapp/viewer.html or by contacting the TCEQ Water Quality Division at 512-239-4671for assistance. If the discharge or potential discharge is within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the Edwards Aquifer, a site-specific authorization approved Eby the Executive Director under the dwards Aquifer Protection Program(30 TAC Chapter 213) is required before construction can begin. For questions regarding the Edwards Aquifer Protection Program, contact the appropriate TCEQ Regional Office. For projects in Hays, Travis and Williamson Counties: Austin Regional Office, 12100 Park 35 Circle, Austin, TX 78753, 512-339- 2929 For Projects in Bexar, Comal, Kinney, Medina and Uvalde Counties. TCEQ San Antonio Regional Office! 14250 Judson Rd., San Antonio, TX 78233-4480, 210-490- 3096. Section .NOI.CER :% iGATION Note: Failure to indicate 14 s to all of the certification items may result in denial of coverage under the general permit. a) Certification of Understanding the Terms and Conditions of Construction General Permit (TXR150000) Provisional coverage under the Construction General Permit (FXR150000)begins 7 days after the completed paper NOI is postmarked for delivery to the TCEQ. Electronic applications submitted through ePermits have immediate provisional coverage. You must obtain a copy and read the Construction General Permit before submitting your application. You may view and print the Construction General Permit for which you are seeking coverage at the IFCEQ web site by entering the following link into an internet browser www.tceq.texas.gov/goto/construction or you may dontact the TCEQ Stormwater processing Center at 512-239-3700 for assistance. b) Certification of Legal Name The full legal name of the applicant as authorized to do business in Texas is required. The name must be provided exactly as filed with the Texas Secretary of State (SOS), or on other legal documents forming the entity, that is filed in the county where doing business. You may contact the SOS at 512-463 5555, for more information related to filing in Texas. c) Understanding of Notice of Termination A permittee shall terminate coverage under the Construction General Permit through the submittal of a NOT when the operator of the facility changes final stabilization has TCEQ 20022 (3/6/2018) Page 10 Instructions for Notice of Intent for TPDES General Permit TXR150000 been reached, the discharge becomes authorized under an individual permit, or the construction activity never began at this site. d) Certification of Stormwater Pollution Prevention Plan The SWP3 identifies the areas and activities that could produce contaminated runoff at your site,and then tells how you will ensure that this contamination is mitigated. For example, in describing your mitigation measures, your site's plan might identify the devices that collect and filter stormwater, tell how those devices are to be maintained, and tell how frequently that maintenance is to be carried out. You must develop this plan in accordance with the TCEQ general permit requirements. This plan must be developed and implemented before you complete this NOI. The SWP3 must be available for a TCEQ investigator to review on request. Section 6.APPLICANT CER'I1ti.CATION SIGNATURE _. The certification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Administrative Code (TAC) §305 44. If you are a corporation: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305 44(a)(1) (see below). According to this code provision, any corporate representative may sign an NOI or similar form so long as the authority to sign such a document has been delegated to that person in accordance with corporate procedures. By signing the NOI or similar form, you are certifying that such authority has been delegated to you. The TCEQ may request documentation evidencing such authority If you are a municipality or other government entity The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305 44(a)(3) (see below). According to this code provision, only a ranking elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, it may be beneficial to consult your city charter, county or city ordinances, or the Texas statute(s)under which your government entity was formed. An NOI or similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not conform to §305 44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation. By signing the NOI or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above, please contact the TCEQ's Environmental Law Division at 512-239-0600. TCEQ 20022 (3/6/2018) Page 11 Instructions for Notice of Intent for TPDES General Permit TXR150000 30 Texas Administrative Code §305.44. Signatories to Applications (a)All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer For purposes of this paragraph, a responsible corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision- making functions for the corporation, or the manager of one or more manufacturing, production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million(in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or post-closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer or a ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., regional administrator of the EPA). r - I j I i I ' i TCEQ 20022 (3/6/2018) ! Page 12 Instructions for Notice of Intent for TPDES General Permit TXR150000 Texas Commission on Environmental Quality General Permit Payment Submittal Form Use this form to submit your Application Fee only if you are mailing your payment. Instruction's: • Complete items 1 through 5 below • Staple your check in the space provided at the bottom of this document. • Do not mail this form with your NOI form. • Do not mail this form to the same address as your NOT. Mail this form and your check to either of the fallowing By Regular U.S. Mail By Overnight or Express Mail Texas Commission on Environmental Quality Texas Commission on Environmental Quality Financial Administration Division Financial Administration Division Cashier's Office, MC-214 Cashier's Office, MC-214 P O Box 13088 12100 Park 35 Circle Austin, TX 78711-3088 Austin, TX 78753 ,Fee Code: GPA General Permit: TXR :50000 1 Check or Money Order No: 2 Amount of Check/Money Order 3 Date of Check or Money Order ' a 4. Name on Check or Money Order 5 NOT Information. If the check is for more than one NOI, list each Project or Site (RE) Name and Physical Address exactly as provided on the NOI. Do not submit a copy of the NOI with this form, as it could cause duplicate permit application entries! If there is not enough space on the form to list all of the projects or sites the authorization will cover, then attach a list of the additional sites. Project/Site (RE) Name: __ _ Project/Site (RE) Physical Address. Staple the check or money order to this form in this space. TCEQ 20134 (03/06/2018) Page 1 Texas Commission on Environmental Quality General Permit Payment Submittal Form Use this form to submit your Application Fee only if you are mailing your payment. • Complete items through 5 below. • Staple your check in the space provided at the bottom of this document. • Do not mail this form with your NOI form. • Do not mail this form to the same address as your NOI. Mail this form and your check to: BY REGULAR U.S.MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Texas Commission on Environmental Quality Quality Financial Administration Division Financial Administration Division Cashier's Office,MC-214 Cashier's Office,MC-214 P 0 Box 13088 12100 Park 35 Circle Austin,TX 78711-3088 Austin,TX 78753 Fee Code: GPA General Permit: TXG920000 1. Check/Money Order No• YY 2. Amount of Check/Money Order 3. Date of Check or Money Order 4. Name on Check or Money Order 5. NOI INFORMATION If the check is for more than one NOI,list each Project/Site(RE)Name and Physical Address exactly as provided on the NOI. DO NOT SUBMIT A COPY OF THE NOI WITH THIS FORM AS IT COULD CAUSE DUPLICATE PERMIT ENTRIES. See Attached List of Sites(If more space is needed,you may attach a list.) Project/Site(RE)Name: Project/Site(RE)Physical Address. YYuY _Staple Check in This Space TCEQ-20134(04/13/2006) Page 1 TCEQ Office Use Only Permit No: N. RN a Region: Notice of Termination (NOT) for Authorizations under "Nolo TCEQ TPDES General Permit TXR1 50000 IMPORTANT INFORMATION: Please read and use the General Information and Instructions prior to filling out each question in the form. Effective September 1, 2018,this paper form must be submitted to TCEQ with a completed electronic reporting waiver form(TCEQ 20754). ePermits: This form is available on our online permitting system. Sign up for online permitting at: https://www3.tceq.texas.gov/steers/ What is the permit number to be terminated? TXR15 TXRCW Section 1. OPERATOR (Permittee) a) What is the Customer Number(CN)issued to this entity? CN b) What is the Legal Name of the current permittee? c) Provide the contact information for the Operator(Responsible Authority). Prefix(Mr Ms. or Miss) First and Last Name: - ' - Suffix: Title. Credentials. Phone Number Fax Number Email. Mailing Address: City, State, and Zip Code: Country Mailing Information,if outside USA. Section 2. APPLICATION CONTACT This is the person TCEQ will contact if additional information is needed regarding this application. Is the application contact the same as the permittee identified above? 0 Yes, go to Section 3 0 No, complete section below TCEQ-20023 (03/09/2018) Page 1 Notice of Termination for TXR150000 Prefix(Mr Ms. or Miss).I First and Last Name: __. 11 Suffix: _ ! Title: I— Credentials. -11 Phone Number. Fax Number. r Email. Mailing Address: _ _. City, State, and Zip Code: Country Mailing Information, if outside USA. Section 3. REGULATED ENTITY (RE) INFORMATION ON PROJECT OR SITE a) TCEQ issued RE Reference Number(RN): RN b) Name of project or site,as known by the local community c) County,or counties if i ore than 1 d) Latitude: ~.. `Longitude: - mm__ 3 e) Site Address/Locatiori If the site has a physical address such as 12100 Park 35 Circle, Austin, TX 78753, complete Section If the site does not have a physical address, provide a location description in Section 3B. Example. located onithe north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1 Section 3A.Physical Address of Project or Site: Street Number and Name: L _µ _V City, State, and Zip;Code. Section 3B: Site Location(Description: Location description:r i City where the site isilocated or,if not in a city,what is the nearest city s— Zip Code where the site is located. i !I p Section 4. REASON FOR TERMINATION Check the reason for termination. C] Final stabilization has been achieved on all portions of the site that are the responsibility of the Operator and alll silt fences and other temporary erosion controls have been removed, or schedule;djfor removal as defined in the SWP3 CI, Another permitted Operator has assumed control over all areas of the site that have not been finally stabilized, and temporary erosion controls that have been identified in the SWP3 have been trar%sferred to the new Operator III TCEQ 20023 (03/09/2018) Page 2 Notice of Termination for TXR150000 1 Cf The discharge is now authorized under an alternate TPDES permit. 0 The activity never began at this site that is regulated under the general permit. Section 5. CERTIFICATION Signatory Name: Signatory Title: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,the information submitted is, to the best of my knowledge and belief,true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further certify that I am authorized under 30 Texas Administrative Code §305 44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Signature (use blue ink)• Date: TCEQ 20023 (03/09/2018) Page 3 Notice of Termination for TXR150000 Instructions for Notice of Termination (NOT) for Authorizations under TPDES General Permit TXR150000 GENERAL INFORMATION Where to Send the Notice of Termination(NOT): BY REGULAR U.S.MAIL. BY OVERNIGHT/EXPRESS MAIL. Texas Commission on Environmental Quality Texas Commission on Environmental Quality Stormwater Processing Center (MC-228) Stormwater Processing Center (MC-228) P 0 Box 13087 12100 Park 35 Circle Austin, Texas 78711-3087 Austin,TX 78753 TCEQ Contact List: Application status and form questions: 512-239-3700, swpermit@tceq.texas.gov Technical questions: 512-239-4671, swgp@tceq.texas.gov Environmental Law Division. 512-239-0600 Records Management- obtain copies of forms. 512-239-0900 Reports from databases(as available): 512-239-DATA(3282) Cashier's office. 512-239-0357 or 512-239-0187 Notice of Termination Process: A Notice of Termination is effective on the date postmarked for delivery to TCEQ, When your NOT is received by the program,the form will be processed as follows: 1) Administrative Review. The form will be reviewed to confirm the following: • the permit number is provided, • the permit is active and has been approved, • the entity terminating the permit is the current permittee; • the site information matches the original permit record, and • the form has the required original signature with title and date. 2) Notice of Deficiency If an item is incomplete or not verifiable as indicated above, a phone call will be made to the applicant to clear the deficiency A letter will not be sent to the permittee if unable to process the form. 3) Confirmation of Termination. A Notice of Termination Confirmation letter will be mailed to the operator Chan:e in 0•erator: An authorization under the general permit is not transferable. If the operator of the regulated entity changes, the present permittee must submit a Notice of Termination and the new operator must submit a Notice of Intent. The NOT and NOI must be submitted not later than 10 days prior to the change in Operator status. INSTRUCTIONS FOR FILLING OUT THE FORM The majority of permit information related to the current operator and regulated entity are available at the following website:http://www2.tceq.texas.gov/wq_dpa/index.cfm. TCEQ 20023 (03/09/2018) Page 1 Instructions for Notice of Termination for TXR150000 ` I i h Section 1. O.erator (Current Permittee): a) Customer Number(CN) TCEQ's Central Registry assigns each customer a number that begins with CN, followed by nine digits. This is not a permit number, registration number, or license number The Customer Number, for the current permittee,is available at the following website: http://www2.tceq.texas.gov/wq_dpa/index.cfm. b) Legal Name of Operator The operator must be the same entity as previously submitted onVthe original Notice of Intent for the permit number provided. The current operator name, as provided on the current authorization,is mailable at the following website: httn.//www2.tcea.texas.gov/wa_dna/index.cfm. I c) Contact Information for the Operator (Responsible Authority) Provide information for person signing the NOT application in the Certification section. This person is also referreld to as the Responsible Authority QPQ ! 1 Provide a complete mailing address for receiving mail from the TCEQ Update the address if different than previously submitted for the Notice of Intent or Notice of Change. The mailing address must be 'r;ecognized by the US Postal Service. You may verify the address on the following website: https://tools.usps.com/go/ZipLookupAlction!input.action. The phone number should provide contact to the operator The fax number and a-m 'i address are optional and should correspond to the operator Section 2. A. slication Contact: Provide the name, title and contact information of the person that TCEQ can contact for additional information regarding this application. Section 3. Re: lated Enti (RE) Information on Project or Site: a) Regulated Entity Reference Number(RN) d, A number issued by TCEQ's Central Registry to sites where an activity regulated by TCEQ This is not a permit numbeer,registration number, or license number The Regulated Entity Reference Number is av fable at the following website: http.//www2.tceq.texas.g v/wq_dpa/index.cfm. i b) Name of the Project or Site Provide the name of the site as known by the public in the area where the site is located. c) County Identify the county or counties in which the regulated entity is located. I • d) Latitude and Longitude Enter the latitude and longitude of the site in degrees,minutes, and seconds or decimal form. The latitude and longitude as provided on the current authlorization is available at the following website:http://www2.tceq.texas.gov/wq_dpa/index.cfm. e) Site/Project(RE)PhysicalAddress/Location Information The physical address/location information, as provided on the current authorization,is available at the following website: http://www2.tceq.texas.gov/wq_dpa/index.cfm. � y TCEQ-20023 (03/09/2018) Page 2 Instructions for Notice of Termination for TXR150000 Section 3A. If a site has an address that includes a street number and street name, enter the complete address for the site. If the physical address is not recognized as a USPS delivery address,you may need to validate the address with your local police(911 service)or through an online map site used to locate the site. Please confirm this to be a complete and valid address. Do not use a rural route or post office box for a site location. Section 3B. If a site does not have an address that includes a street number and street name, provide a complete written location description.For example: "The site is located on the north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1 " Provide the city(or nearest city) and Zip Code of the facility location. Section 4. Reason for Termination: The Notice of Termination form is only for use to terminate the authorization(permit). The Permittee must indicate the specific reason for terminating by checking one of the options. If the reason is not listed then provide an attachment that explains the reason for termination. Please read your general permit carefully to determine when to terminate your permit. Permits will not be reactivated after submitting a termination form. The termination is effective on the date postmarked for delivery to TCEQ. Section 5. Certification: The certification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Administrative Code §305 44. IF YOUAREA CORPORATION The regulation that controls who may sign an application form is 30 Texas Administrative Code §305 44(a),which is provided below According to this code provision, any corporate representative may sign an NOI or similar form so long as the authority to sign such a document has been delegated to that person in accordance with corporate procedures. By signing the NOI or similar form,you are certifying that such authority has been delegated to you. The TCEQ may request documentation evidencing such authority IF YOU ARE A MUNICIPALITY OR OTHER GOVERNMENT ENTITY. The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305 44(a),which is provided below According to this code provision, only a ranking elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity,it may be beneficial to consult your city charter, county or city ordinances, or the Texas statutes under which your government entity was formed.An NOI or similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not conform to §305 44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation.By signing the NOI or similar form,you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above,please contact the Texas Commission on Environmental Quality's Environmental Law Division at 512-239-0600 TCEQ 20023 (03/09/2018) Page 3 Instructions for Notice of Termination for TXR150000 iI 30 Texas Administrative Code§305 44. Signatories to Applications (a) All applications shall be signed as follows. (1) For a corporation,the application shall be signed by a responsible corporate officer For purposes of this:paragraph,a responsible corporate officer means a president, secretary,treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation,or the manager of one or more manufacturing,production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million(in second-quarter 1980 dollars),if authority to sign documents has been assigned or delegated.to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or post-closure order applications may provide for assignment for delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship,the application shall be signed by a general partner or the proprietor,respectively (3) For a municipality, state, federal, or other public agency,the application shall be signed by either a principal executive officer or a ranking electe0 official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency(e.g.,regional administrator of the EPA). I � II l II I I I I II II II P I . I � I I TCEQ-20023 (03/09/2018) 1 I Page 4 Instructions for Notice of Termination for TXR150000 II mow- MEM maw LARGE CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 "PRIMARY OPERATOR-"NOTICE This notice applies to construction sites operating under Part II.E.3 of the TPDES General Permit Number TXR150000 for discharges of stormwater runoff from construction sites equal to or greater than five acres, including the larger common plan of development. The information on this notice is required in Part III.D.2. of the general permit. Additional information regarding the TCEQ stormwater permit program may be found on the internet at: http.//www.tceq.state.tx.us/nav/permits/wq construction.html Site-Specific TPDES Authorization Number Operator Name. Contact Name and Phone Number Project Description. Physical address or description of the site's location, and estimated start date and projected end date, or date that disturbed soils will be stabilized. Location of Stormwater Pollution Prevention Plan. simmior 1111111ML 'We m — lame LARGE CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality(TCEQ) Stormwater Program I' TPDES (GENERAL PERMIT TXR150000 "SECONDARY OPERATOR "NOTICE This notice applies to secondary operators of construction sites operating under Part II.E.3 of the TPDES General Permit Number TXR150000 for discharges of storrniwater runoff from construction sites equal to or greater than five acres, including the larger com14on plan of development. The information on this notice is required in Part III.D.2. of the general permit. Additional information regarding the TCEQ stormwater permit program may be found on the Internet at: http.//www.teeq.state.tx.us/nav/permits/wq_constructIion.html 1 I! 11 Site-Specific TPDES Authorization Number Operator Name: Contact Name and Phone Number Project Description. Physical address or description of the site's location, and estimated start date and projected end date, or date that disturbed soils will be stabilized. Location of Stormwater Pollution Prevention Plan(SWP3) For Large Construction Activities Authorized Under Part II.E.3 (Obtaining Authorization to Discharge) the following certification must'be completed. I (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part II.E.3 of TPDES General Permit TXR150000'and agree to comply with the terms of this permit. A stormwater pollution prevention plan has been developed and will be;implemented prior to construction, according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4 I aqaware there are significant penalties for providing false information or for conducting unauthorized discharges, including the possibility of fine and imprisonment for knowing violations. Signature and Title Date Date Notice Removed MS4 operator notified per Part II.F 3 ' I 1110011 MIME — N NW▪ ' NNW SMALL CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part II.E.2. of the TCEQ General Permit Number TXR150000 for discharges of stormwater runoff from small construction sites. Additional information regarding the TCEQ stormwater permit program may be found on the Internet at: http.//www.tceq.state.tx.usinav/permits/wq_construction.html Operator Name Contact Name and Phone Number ,sect Descnption. Physical address or description of the site's location, estimated start date and projected end date, or date that disturbed soils will be stabilized Location of Stormwater Pollution Prevention Plan. For Small Construction Activities Authorized Under Part II.E.2. (Obtaining Authonzation to Discharge) the following certification must be completed. I (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part II.E.2. of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. A stormwater pollution prevention plan has been developed and will be implemented prior to construction, according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4 I am aware there are significant penalties for providing false information or for conducting unauthorized discharges,including the possibility of fine and imprisonment for knowing violations. Signature and Title Date Date Notice Removed MS4 operator notified per Part II.F 3 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION Section 01566 SOURCE CONTROLS FOR EROSION AND SEDIMENTATION 1.0 GENERAL 1.01 SECTION INCLUDES A Descriptions of measures and practices, in response to TPDES General Permit TXR 150000, which shall be used on the Work to eliminate or significantly minimize pollutants in discharges into Surface Water in the State by controlling erosion and sediments at their source. B References to Technical Specifications. 1 Section 01550—Stabilized Construction Exit 2. Section 01562—Waste Material Disposal 3 Section 01500—Temporary Facilities and Controls C Definitions. 1 Potential Water Pollutant- any substance that could potentially alter the physical, thermal, chemical, or biological quality of the Surface Water in the State, rendering the water harmful, detrimental, or injurious to humans, animal life, vegetation, or property, or to public health, safety or welfare, or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose. 1.02 MEAUSREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 2.0 PRODUCTS - Not Used 3.0 EXECUTION 3.01 PREPARATION AND INSTALLATION A Contractor shall conduct all construction operations under this Contract in conformance with the erosion control practices described in the Plans and this Technical Specification. B Erosion and sediment control measures shall be in place prior to the start of any Work that exposes the soil, other than as specifically directed by the Engineer to allow soil testing and surveying. C The Contractor shall install, maintain, and inspect erosion and sediment control measures and practices that operate effectively and as specified in the Plans and in this or other Technical Specifications. 07/2006 01566- 1 of 5 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION i D Equipment'and vehicles shall be prohibited by the;Contractor from maneuvering on areas outside of the limits of construction or dedicated rights-of-way and easements. Damage caused by construction traffic to erosion aid sediment control systems shall be repaired immediately by the Contractor • E The Contractor shall be responsible for collecting, storing,hauling, and disposing of spoil, silt, waste materials, and contaminated material resulting from erosion and sediment control measures as specified in this or other Technical Specifications and in compliance with applicable federal, state, and local rules and regulations. 3.02 EXPOSED SOIL A When soil is exposed as a result of clearing,grading,excavating,stockpiling,or other soil disturbing activities, the Contractor shall implement measures to effectively control erosion and prevent the escape of sediments from the Project Site. I � B Control measures may include the following practices. 1 Preserve existing vegetation to the extent possible. 2. Construct drainage swales,berms, or sediment basins. 3 Maintain grades to minimize the velocity of sheet flow over disturbed areas and promote evaporation and infiltration of storm water directly into the ground. 4 Install filter fabric fences or barriers, sediment traps, seepage basins, gabions, or storm drain inlet protection devices. 5 Utilize vegetative buffer strips, mulching„or riprap C When the:placement of topsoil,bank sand, or othe li soil material is specified, after an area has been brought to grade and immediately prior to placement, loosen the subgrade discing or by scarifying to a depth of at'least 2 inches to permit bonding to the subsoil. D When all; soil disturbing activities have been completed, establish a perennial vegetative cover on all areas that are not paved, covered by permanent structures, or otherwisepermanently stabilized. • 3.03 DUST CONTROL A Implement control measures to minimize dust creation and movement on construction sites and roads and to prevent airborne sediment from reaching receiving streams or storm water conveyance systems, to reduce on-site and off-site damage, to prevent health hazards, and to improve traffic safety B Control blowing dust by using one or more of the following measures. 1 Mulches bound with chemical binders. 2. Temporary vegetative cover p� 3 Til age to roughen surface and bring clods to the surface. 4 Irrigation by water sprinkling. 07/2006 01566-2 of 5 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION 5 Barriers using solid board fences, burlap fences, crate walls, bales of hay, or similar materials. C Implement dust control measures immediately whenever dust can be observed blowing on the Project Site. 3.04 DEMOLITION AREAS A Demolition activities which create large amounts of dust with significant concentrations of heavy metals or other potential water pollutants shall use methods described in this Section,3 03"Dust Control",to limit transport of airborne pollutants. However, water or slurry used to control dust contaminated with heavy metals or potential water pollutants shall be retained on the Project Site and shall not be allowed to run directly into watercourses or storm water conveyance systems by the appropriate use of control measures described in this Section. Methods of ultimate disposal of these materials shall be carried out in accordance with applicable local, state, and federal health and safety regulations. 3.05 SEDIMENT TRACKING A Minimize off-site tracking of sediments and the generation of dust by construction vehicles, keeping the streets clean or construction debris and mud, by implementing one or more of the following control measures. 1 Restrict all ingress and egress to stabilized construction exits. 2. Stabilize areas used for staging, parking, storage or disposal. 3 Stabilize on-site vehicle transportation routes. 4 Remove mud and other debris, washing if necessary, from vehicles prior to entrance onto public roadways from the Project Site. 5 Maintain grade to minimize the occurrence of mud on the Project Site. B Construct stabilized construction areas under the provisions of Section 01550 — Stabilized Construction Exists. C In addition to Stabilized Construction Exits shovel or sweep the pavement to the extent necessary to keep the street clean. Water-hosing or sweeping of debris and mud off of the street into adjacent areas is not allowed. 3.06 EQUIPMENT MAINTENANCE AND REPAIR A Control equipment maintenance and repair so that oils,gasoline,grease,solvents,and other potential water pollutants cannot be washed directly into receiving streams or storm water conveyance systems. B Control measures may include the following practices 1 Confine maintenance and repair of construction machinery and equipment to areas specifically designated for that purpose. 2. Provide these areas with adequate waste disposal receptacles for liquid as well as solid waste. 07/2006 01566-3 of 5 CITY OF PEARLAND ' SOURCE CONTROLS FOR EROSION AND SEDIMENTATION 3 Clean and inspect maintenance and repair areas daily 4 Stabilize the area with coarse aggregate. 5 Maintain grade to prevent surface water from flowing over the area. 6. Place plastic matting, packed clay, tar paper it or other impervious material to prevent contamination of soil in the area. , 1 7 Isolate areas of contaminated soil or other materials to facilitate proper removal and disposal. 0 1 C Where effective control measures are not feasible,equipment shall be taken off-site for maintenance and repair 1 1 3.07 WASTE COLLECTION AND DISPOSAL I ' A Conduct operations in conformance with the plan provided in Section 01562—Waste Material Disposal and utilize such control measures,jdescribed in this Section,as may be necessai y to eliminate or significantly reduce the discharge of possible water pollutants from the Project Site as a result of waste collection and disposal. I B Keep receptacles and waste collection areas neat arid orderly to the extent possible. Waste shall;not be allowed to overflow its container or accumulate from day-to-day Locate trasli1collection points where they will leastilikely be affected by concentrated storm water;runoff 3.08 WASHING AREAS A Vehicles such as concrete delivery trucks or dump trucks and other construction equipment'shall not be washed at locations where the runoff will flow directly into a watercourse1or storm water conveyance system. Preventative measures may include the following practices. 1 Designate special areas for washing vehicles. 2. Locate these areas where the wash water will spread out and evaporate or infiltrate directly into the ground, or where'the runoff can be collected in a temporary holding or seepage basin. i 3 Beneath wash areas construct a gravel or rock base to minimize mud production. B Construct washing areas under the provisions of Section 01550 — Stabilized Construction Exists. 3.09 STORAGE AND USAGE OF POTENTIAL WATER POLLUTANTS I : A Store and use potential water pollutants such as pesticides,fertilizers, distillate fuels, lubncants,1 solvents, cements, paints, acids, caustics, and other toxic substances in accordance,with manufacturers' guidelines, Material Safety Data Sheets, and with local, state land federal regulations. ' 1 P I 07/2006 01566-4 of 5 I 11 I CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION B Isolate these substances in areas where they are to be stored,opened or used such that they will not cause pollution of runoff from the Project Site. Preventative measures may include the following practices. 1 Stabilize the area with coarse aggregate. 2. Store containers on raised platforms. 3 Place plastic matting, packed clay, tar paper, or other impervious material to prevent contamination of soil in the area. 4 Provide protective cover or weather proof enclosure. 5 Minimize accidental spillage. 6. Keep containers tightly closed. 7 Periodically inspect containers for leakage. 8 Maintain grade to prevent surface water from flowing over the area. 9 Provide berms, filter fabric fences or barriers, or sediment basins. 10 Designate washing areas for containers and other items that have come in contact with potential water pollutants. C Avoid overuse of substances such as pesticides and fertilizers which could produce contaminated runoff. 3.10 SANITARY FACILITIES A Provide the Project Site with adequate portable toilets for workers in accordance with Section 01500—Temporary Facilities and Controls,and applicable health regulations. B Control areas where sanitary facilities are located so that sewage or chemicals will not be washed directly into receiving streams or storm water conveyance systems by using one or more of the following measures. 1 Inspect the facilities daily 2. Service the facilities as often as necessary to maintain cleanliness and prevent overflows. 3 Stabilize the area with coarse aggregate 4 Maintain grade to prevent surface water from flowing over the area END OF SECTION 07/2006 01566-5 of 5 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS Section 01580 PROJECT IDENTIFICATION SIGNS 1.0 GENERAL 1.01 SECTION INCLUDES A Project identification sign description. B Installation. C Maintenance and removal. 1.02 UNIT PRICES A. No separate payment will be made for design, fabrication, installation, and maintenance of project identification signs under this Section. Include cost of work performed under this Section m the pay item for Section 01505 -Mobilization. B If changes to project identification signs are requested by the City Engineer to keep them current,payment will be made by change order C Skid-mounted signs shall be relocated as directed by the City Engineer at no additional cost to the City Post-mounted signs shall be relocated once, if directed in writing by the City Engineer, at no additional cost to the City If a post-mounted sign is relocated more than once at the written direction of the City Engmeer, payment will be made by change order 1.03 SYSTEM DESCRIPTION A. Sign Construction. Project identification signs shall be constructed of new materials and painted new for the project. Construct post-mounted signs as shown on Construction Sign Details. B Appearance. Project identification signs shall be maintained to present a clean and neat look throughout the project duration. C Sign Manufacturer/Maker Experienced as a professional sign company D Sign Placement: Place signs at locations as directed by the City Engineer The City Engineer will provide sign placement instructions at the Pre-construction Meeting. 1 A linear project is one involving paving, overlay, sewer lines, storm drainage, or water mains that run m the right-of-way over a distance. A 10/2014 01580-1 CITY OF PEARLAND !r PROJECT IDENTIFICATION SIGNS f I, linear project requires a project identification sign lat each end of the construction site. 2. Single Site or Building Projects Provide one project identification sign. I 3 Multiple Sites. Provide one project identification sign at each site. 4 Sign Relocation. As work progresses at each site, it may be necessary to move and relocate project identification signs.I Relocate signs as directed inwnting by the City Engineer li E. Alternate Skid-munted Sign Construction. Post-mounted signs are preferred,but skid-mounted signs are allowed, especially for projects with noncontiguous locations where work progresses from one location to another The skid structure shall be designed so that the sign will withstand a 60?mile-per-hour wind load directly to the face or back of the sign. Use stakes, straps; or ballast. Approval of the use of skid-mounted signs shall not release the Contractor from responsibility of maintaining a project identification sign on the project site and shall not make the City responsible for the security of such signs. i 1.04 SUBMITTALS , ' 1 A. Submit shop drawings under provisions of Section 01350!- Submittal Procedures. B Show content, layout, lettering style, lettering size, and!colors. Make sign and lettering to scale,)clearly indicating condensed lettenng, if used. !G i , 2.0 PRODUCTS', 1 2.01 SIGN MATERII LS ' A. Structure and Framing: All sign materials shall be new 1 IN 1 Sign Posts Use 4-inch by 4-inch treated wood posts, sized to fix to of sign at 6 FEET ABOVE GROUND 2 Sin Supports and Skid Bracing: 2-inch by 4-inch wood framing mdtenal. 3 Skid Members 2-inch by 6-inch wood framing material. iv 4 Fasteners a. Use galvanizefd steel fasteners. ,, I b Use 3/8-inch§y 5-1/2-inch button head carnage bolts'to attach sign to posts. Secure with nuts and flat head washers at locations as;recommended by Sign Manufacturer.] c Cover button heads with white reflective film or paint,to match sign background IUD ' I B Sign and Sign Header Use medium density overlaid marine plywood, minimum 1/2-inch thick. Use full-size 4-foot by 8-foot sheets for sign and a single piece for header to minimize joints, do not piece wood to fabricate�a sign face C Paint and Primers,: White paint used to prime surfaces and to resist weathering shall be an industrial grade,fast-drying,oil-based paint with gloss finish. Paint structural 10/2014 11 01580-2 I! 111 III CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS and framing members white on all sides and edges to resist weathering. Paint sign and sign header material white on all sides and edges to resist weathering. Paint all sign surfaces with this weather-protective paint prior to adding any sign paint or adhesive applications. D Colors. Follow criteria established by attached Exhibit 3.0 EXECUTION 3.01 INSTALLATION A. Install project identification signs within 10 calendar days after Date of Commencement. B Erect signs where designated by the City Engineer at the Pre-construction Meeting or as described in part 1 03 of this Section. Position the sign in such a manner as to be fully visible and readable to the general public. C Erect sign level and plumb D If mounted on posts, sink posts a minimum of 30 inches below grade m 10-inch diameter posthole. Stabilize posts with sharp sand or concrete to minimize lateral motion. Leave a minimum of 8 feet of post above existing grade for mounting of the sign and header E. Erect sign so that the top edge of the sign, is no higher than 6 feet above existing grade. 3.02 MAINTENANCE AND REMOVAL A. Keep signs and supports clean. Repair deterioration and damage. B Remove signs, framing, supports, and foundations to a depth of 2 feet upon completion of Project. Restore the area to a condition equal to or better than before construction. END OF SECTION 10/2014 01580-3 CITY OF PEARLAND I PROJECT IDENTIFICATION SIGNS • I I - PROJECT IDENTIFICATION SIGN I' II EXHIBIT II I First Impression a TSAINAMENNT tAYO IMIt PROJECT NAME LOCATED HERE2040.= PROJECT NO. 1234$67$ Capital Improvement ( Signage Layout :CITY'awrkpER ND j; PROJECT SCHEDULE:MONTH/YEAR I AVM Va ous lam'Alm no BUDGET: $DOLLAR AMOUNT I Ctt ,A,E MUM POSICtONta'TOPIYU11014 1 11, ENGINEER/ARCHITECT: ! Peadand.Texas COUNC1114SMOti get?santmat - October 2014 Meet MOWN 31 6AATA►00k1 I NAME GOES HERE fltFNAVEI MATORPaQTCNR KSRNOaDENdAU1 I I ; ; capital Improvement 0 E cotmcaPOSRTONs;onoitEtt CONTRACTOR: i 4xe Manx template C October 2014 atyMANAe[R:cMAYRAMON I CONTRACTOR NAME GOES HERE ;I ta,:vASCOVA MTEn::z R[PUrT CITT 8IANAOSAa tON KKAN3ON I FIMI RES9 AZICLACaCE& ASST art MANAOI6:tAENTPPPL4SON pearlandtx.gov/departmentsIengineering-capital-projects!projects �, Eoua p R r, .„,,.„„.,.... ....... _». 3 III F BExQAAUxifOMbt(fE47ELBFiRF105E7. IIPM AELIMCZ*MKIRaRt49n'iMi II SPECIAL NOTE:CONTACT CITY SECRETARY FOR CURRENT COUNCIL NAMES FRST@J?1ES%Oi SOEitriM 129 VOLT ELECTRICAL SERVICE SINGLE SIDE MDO MARINE GRADE PLYWOOD FINISHED WITH ALKYD ENAMEL GLOSS WHITE WENT TO PAPAW ALLawLwxv COMPUTER CUT VINYL AND DIGITAL PRINT 5 YEAR LIFE MINIMUM MATERIALS ELECTRICAL SUMCESTOMMGN li! MESS OTHER VASE SPEWED. INSTALL ON TWO 4"X4"TREATED POSTS,MIN.DEPTH IS 24",OR SKID MOUNTED AS SITEREQ'D. CLIENT APPROVAL I II II I I R II �I II it (I V II I I. 1 • ki 10/2014 If 01580-4 CITY OF PEARLAND MATERIAL AND EQUIPMENT Section 01600 MATERIAL AND EQUIPMENT 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for transportation, delivery, handling, and storage of materials and equipment. B References to Technical Specifications. 1 Section 01566—Source Controls for Erosion& Sedimentation 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this work is a component. 1.03 PRODUCTS A Products Means material,equipment,or systems forming the Work. Does not include machinery and equipment used for preparation,fabrication,conveying and erection of the Work. Products may also include existing materials or components designated for reuse. B Do not reuse materials and equipment, designated to be removed, except as specified by the Contract Documents. C Provide equipment and components from the fewest number of manufacturers as is practical, in order to simplify spare parts inventory and to allow for maximum interchangeability of components. For multiple components of the same size,type or application, use the same make and model of component throughout the Work. 1.04 TRANSPORTATION A Make arrangements for transportation, delivery, and handling of equipment and materials required for timely completion of the Work. B Transport and handle products in accordance with instructions. C Consign and address shipping documents to the proper party giving name of Project, street number, and City Shipments shall be delivered to the Contractor 1.05 DELIVERY A Arrange deliveries of products to accommodate the Construction Schedule and in ample time to facilitate inspection prior to installation. Avoid dehvenes that cause lengthy storage or overburden of limited storage space. 07/2006 01600- 1 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT B Coordinate deliveries to avoid conflict with Work and conditions at the Project Site and to accommodate the following: 1 Work of other contractors or the Owner 2. Limitations of storage space. 3 Availability of equipment and personnel for handling products. 4 Owner's use of premises. C Have produiiets delivered to the Project Site in manufacturer's original, unopened, labeled containers. D Immediately upon delivery, inspect shipment to assure 1 Product complies with requirements of Contract Documents. L l 2. Quantities are correct. 3 Containers and packages are intact; labels are legible. 4 Products are properly protected and undamaged. 1 1.06 PRODUCT HANDLING i A Coordinate the off-loading of materials and equipment delivered to the Project Site. If necessary to move stored materials and equipment;during construction, Contractor shall relocate materials and equipment at no additional cost to the Owner B Provide equipment and personnel necessary to handle products, including those provided by the Owner, by methods to prevent damage to products or packaging. C Provide additional protection during handling as necessary to prevent breaking scraping, marring, or otherwise damaging products or surrounding areas. D Handle products by methods to prevent over bending or overstressing. E Lift heavy omponents only at designated lifting points. I F Handle materials and equipment in accordance with Manufacturer's recommendations. G G Do not drop, roll, or skid products off delivery vehicles. Hand carry or use suitable materials handling equipment. 1.07 STORAGE OF MATERIAL rl 1 A Store and protect materials in accordance with manufacturer's recommendations and 11 requirements of these Technical Specifications. Control storage of potential water pollutants i in conformance with Section 01566 — 'Source Controls for Erosion & Sedimentation. B Make necessary provisions for safe storage of materials and equipment. Place loose soil materials,and materials to be incorporated into the Work to prevent damage to any ri part of the i Work or existing facilities and to maintain free access at all times to all parts of the'Work and to utility service company installations in the vicinity of the Work. q Ir 07/2006 01600 2 of 3 11 CITY OF PEARLAND MATERIAL AND EQUIPMENT C Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants, and occupants. Arrange storage in a manner to provide easy access for inspection. D Provide adequately ventilated, watertight storage facilities with floor above ground level for materials and equipment susceptible to weather damage. E Restrict storage to areas available on the construction site for storage of material and equipment as shown on Plans or approved by the Project Manager F Provide off-site storage and protection when on-site storage is not adequate. G Do not use lawns, grass plots, or other private property for storage purposes without written permission of the owner or other person in possession or control of such premises. Damage to lawns,sidewalks,streets or other improvements shall be repaired or replaced to the satisfaction of the Project Manager H Protect stored materials and equipment against loss or damage. I Store materials in manufacturers' unopened containers. J Materials delivered and stored along the line of the Work shall be not closer than 3 feet to any fire hydrant. Public and private drives and street crossings shall be kept open. K The total length which materials may be distributed along the route of construction at any one time is 1000 lineal feet, unless otherwise approved in writing by the Project Manager 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01600-3 of 3 CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS Section 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 1.0 GENERAL 1.01 SECTION INCLUDES A Options for making product or process selections. B Procedures for proposing equivalent construction products or processes,including pre- approved, and approved products or processes C References to Technical Specifications. 1 Section 01350—Submittals 1.02 SUBMITTALS A Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. 1.03 DEFINITIONS A Product: Means,materials,equipment,or systems incorporated into the Work.Product does not include machinery and equipment used for production,fabrication,conveying, and erection of the Work. Products may also include existing materials or components designated for re-use. B Process. Any proprietary system or method for installing system components resulting in an integral, functioning part of the Work. For this Section, the word Product includes Processes. 1.04 SELECTION OPTIONS A Pre-approved Products. Products of certain manufacturers or suppliers are designated in the Technical Specifications as"pre-approved" Products of other manufacturers or suppliers will not be acceptable under this Contract and will not be considered under the submittal process for approving alternate products. B Approved Products Products of certain manufacturers or suppliers designated in the Technical Specifications followed by the words "or approved equal" Approval of alternate products not listed in the Technical Specifications may be obtained through provisions of this Section and Section 01350—Submittals. The procedure for approval of alternate products is not applicable to Pre-approved Products. C Product Compatibility. To the maximum extent possible,provide products that are of the same type or function from a single manufacturer, make, or source. Where more than one choice is available as a Contractor's option, select a product which is compatible with other products already selected, specified, or in use by the Owner 07/2006 01630- 1 of 3 CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS I 1.05 CONTRACTOR'S RESPONSIBILITY A Furnish information the Engineer deems necessary to judge equivalency of the alternate product. l B Pay for laboratory testing as well as any other review or examination cost needed to establish the quivalency between products which enables the Engineer to make such a judgment. ' C If the Engi`eer determines that an alternate product is not equivalent to that named in the Technical Specifications,the Contractor shall furnish one of the specified products. I, 1.06 ENGINEER'S REVIEW A Alternate products may be used only if approved in writing by the Engineer The Engineer's'deiermination regarding acceptance of a proposed alternate product is final. B Alternate products will be accepted if the product:is judged by the Engineer to be equivalent to the specified product or to offer substantial benefit to the Owner p C The Owner retains the right to accept any product deemed advantageous to the Owner, 111 and similarly, to reject any product deemed not beneficial to the Owner 1 1.07 SUBSTITUTION'PROCEDURE I A Collect and ja Isemble technical information applicable to the proposed product to aid in I.1determining equivalency as related to the Approved Product specified. B Submit a written request for a product to be considered as an alternate product along with the product information within fourteen(14)days after the Effective Date of the Agreement 1 C After the I ubmittal period has expired, requests'' for alternate products will be considered�or�ly when a specified product becomes unavailable because of conditions beyond the Contractor's control. D Submit 5 copies of each request for alternate product approval. Include the following information. 1 Complete data substantiating compliance ofl;proposed substitution with Contract Documents. 2. For'products. a. Product identification, including manufacturer's name and address. b Manufacturer's literature with product description, performance and test data, and reference standards. c. Samples, as applicable. 'I d. Name and address of similar projects on which product was used and date of installation. Include the name of the Owner, Architect/Engineer, and installing contractor 07/2006 I 01630-2 of 3 1 CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS 3 For construction methods. a. Detailed description of proposed method. b Shop Drawings illustrating methods. 4 Itemized comparison of proposed substitution with product or method specified. 5 Data relating to changes in Construction Schedule 6. Relationship to separate contracts, if any 7 Accurate cost data on proposed substitution in comparison with product or method specified. 8 Other information requested by the Engineer E Approved alternate products will be subject to the same review process as the specified product would have been for Shop Drawings, Product Data, and Samples. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01630-3 of 3 CITY OF PEARLAND FIELD SURVEYING Section 01720 FIELD SURVEYING 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for surveyors and surveys. B Procedures pertaining to survey control points and reference points. C References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01760—Project Record Documents 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component 1.03 QUALITY CONTROL A Conform to State of Texas laws for surveys requiring licensed surveyors. Employ a land surveyor acceptable to Engineer 1.04 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit to Engineer the name, address, and telephone number of Surveyor before starting survey work. C Submit documentation verifying accuracy of survey work on request. 1.05 PROJECT RECORD DOCUMENTS A Maintain a complete and accurate log of control and survey work as it progresses. B Submit Record Documents under provisions of Section 01760 — Project Record Documents. 1.06 EXAMINATION A Verify locations of survey control points prior to starting Work. B Notify Engineer immediately of any discrepancies discovered. 07/2006 01720- 1 of 2 CITY OF PEARLAND FIELD SURVEYING 1.07 SURVEY REFERENCE POINTS A Control datum for survey is that established by Owner-provided survey and indicated on Plans. '' B Locate and protect survey control points, including property corners,prior to starting site work. Use caution to preserve permanent reference points during construction. C The Contractor shall not reset; nor cause to be reset, lost, disturbed, or damaged, control points. Promptly notify Engineer of disturbance or damage to any control point(s) D Notify Engineer 48 hours in advance of need for relocation of reference points due to changes in grades or other reasons. I E Report pro i ptly to Engineer the loss or destruction of any reference point. F Any re-stakung of control points lost,disturbed,or damaged by Contractor's operations will be prodded by Owner at Contractor's expense. G Employ a Registered Public Land Surveyor to reset any missing,disturbed,or damaged monumentation. , 1.08 SURVEY REQUIREMENTS A Utilize recognized engineering survey practices. B Establish a minimum of two permanent bench marks on Project Site, referenced to established Icontrol points. Record locations, with .horizontal and vertical data, on Project Record Documents. , I C Establish and record in survey notes elevations, lines and levels to provide quantities required for Measurement and Payment and to provide appropriate controls for the Work. Locate and lay out by instrumentation and similar appropriate means 1 Site improvements including pavements, stakes for grading; fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Gridi or axis for structures. 3 Mounumented Baseline. 11 D Verify perilodically layouts by same means. I p' 2.0 PRODUCTSiS'-, Not Used ,I 3.0 EXECUTION - NotUsed I END OF SECTION 07/2006 I 01720-2 of 2 CITY OF PEARLAND PROJECT RECORD DOCUMENTS Section 01760 PROJECT RECORD DOCUMENTS 1.0 GENERAL 1.01 SECTION INCLUDES A Maintenance and Submittal of Record Documents and Samples. B References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01770—Contract Closeout 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. 1.04 MAINTENANCE OF DOCUMENTS AND SAMPLES A Maintain one copy of Record Documents at the Project Site in accordance with Section 00700— General Conditions of Agreement, 3 02 "Keeping Plans and Specifications Accessible" B Store Record Documents and Samples in field office if a field office is required by Contract Documents, or in a secure location. Provide files,racks, and secure storage for Record Documents and Samples. C Label each document "PROJECT RECORD" in neat, large, printed letters. D Maintain Record Documents in a clean,dry,and legible condition. Do not use Record Documents for construction purposes. E Keep Record Documents and Samples available for inspection by Engineer 1.05 RECORDING A Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B Plans, Change Orders, and Shop Drawings Legibly mark each item to record all actual construction, or "as built" conditions, including: 1 Measured horizontal locations and elevations of underground utilities and appurtenances, referenced to permanent surface improvements. 07/2006 01760- 1 of 2 11 CITY OF PEARLAND ; PROJECT RECORD DOCUMENTS I'I 2. E1e nations of underground utilities referenced to bench marks utilized for the Work. I, 3 Field changes of dimension and detail. 4 Changes made by modifications. 5 Details not on original Plans. 6. References to related Shop Drawings and Modifications. i .I C Record information with a red pen or pencil on a set of drawings indicated as the Record Document Set, provided by Engineer 2.0 PRODUCTS = Not Used 3.0 EXECUTION 11 � A Deliver Record Documents and Samples to Owner in:accordance with Section 01770— Contract Closeout. END OF SECTION , I 1 li, p � I'I I. li 07/2006 I 01760-2 of 2 '' II CITY OF PEARLAND CONTRACT CLOSEOUT Section 01770 CONTRACT CLOSEOUT 1.0 GENERAL 1.01 SECTION INCLUDES A Closeout procedures including final submittals such as operation and maintenance data, warranties, and spare parts and maintenance materials. B References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01760—Project Record Documents 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CLOSEOUT PROCEDURES A Comply with Section 00700 — General Conditions of Agreement regarding Final Completion and Final Payment when Work is complete and ready for Engineer's final inspection. B Provide Record Documents under provisions of Section 01760 — Project Record Documents. C Complete or correct items on punch list,with no new items added. Any new items will be addressed during warranty penod. D The Owner will occupy portions of the Work as specified in Section 00700—General Conditions of Agreement. E Contractor shall request Final Inspection at least two weeks pnor to Final Acceptance. 1.05 FINAL CLEANING A Execute final cleaning prior to final inspection. B Clean debns from drainage systems. C Clean Project Site, sweep paved areas, rake clean landscaped surfaces. 09/2009 01770- 1 of 2 CITY OF PEARLAND p CONTRACT CLOSEOUT D Remove waste and surplus materials, rubbish, and temporary construction facilities from the Project Site following the final test of utilities and completion of the Work. 1.06 OPERATION AND MAINTENANCE DATA A Submit Operations and Maintenance data under 'provisions of Section 01350 — Submittalsl 1.07 WARRANTIES A Provide one original of each warranty from Subcontractors, Suppliers, and Manufacturers. B Provide Table of Contents and assemble warranties!in 3-rmg/D binder with durable plastic cover C Submit warranties prior to Final Application for Payment. 1 Warrranties shall commence in accordance with the requirements of Section 00700-General Conditions of Agreement, b. 09 "Substantially Completed" 2.0 PRODUCTS '`= Not Used 3.0 EXECUTION Contractor shall diligently pursue completion of the items and activities contained in the Contract Close Out and Project Record Document sections of the project manual. Notwithstanding any performance of warranty work,the work of Contract Closeout shall be complete within thirty (30) days of the date of Final Completion!and Acceptance of the work. i END OF SECTION I; I r I . I C i 09/2009 01770-2 of 2 c i I . CITY OFPEARLAND TECHNICAL SPECIFICATIONS DIVISION 2 TECHNICAL SPECIFICATIONS DIVISION 2 SITE WORK 07/2006 CITY OF PEARLAND SITE PREPARATION Section 02200 SITE PREPARATION 1.0 GENERAL 1.01 SECTION INCLUDES A Removal of topsoil, stripping and stockpilmg, clearing and grubbing. B Removal and disposal of waste materials, excess materials, debris and trash. C Removal of obstructions. D Excavation and fill. E Salvaging of designated item. F References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2 Section 01350—Submittals 3 Section 01450—Testing Laboratory Services 4 Section 01500—Temporary Facilities and Controls 5 Section 02255 —Bedding, Backfill and Embankment Material 6 Section 02330—Embankment 7 Section 01140—Contractor's Use of Premises G Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM D 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. B If Site Preparation 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 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit embankment material sources and product quality mformation m accordance this Section. 1/2018 02200- 1 of4 CITY OF PEARLAND ji �, SITE PREPARATION 1.04 TESTING A Testing and analysis of product quality, material sources, or field quality shall be performed iby an mdependent testing laboratory provided by the Owner under the provisions lof Section 01450 — Testing Laboratory Services and as specified in this Section. 1.05 PROTECTION OF PEOPLE AND PROPERTY A Contractor shall conduct all construction operations under this Contract in conformance with the practices described in Section 01500—Temporary Facilities and Controls. 2.0 PRODUCTS 2.01 MATERIALS ii A Contractor shall provide materials used as embedment, backfill, back-dressing, and embankment identified on the Plans in accordance with Section 02255 — Bedding, Backfill and Embankment Material. li i 3.0 EXECUTION 3.01 CLEARING AND GRUBBING. A Clear Project t Site of trees,shrubs,and other vegetation,except for those designated by Owner to be left standing. 1 B Use only hand methods for grubbmg inside drip line of trees designated to remain. I C Completely remove stumps,roots,and other debris protruding through ground surface. 1 On areas required for roadway, channel, or structural excavation, remove stumps, 2" diameter or larger limbs and roots, to depth of 2 feet below lower eleation of excavation. �I 2. On areas required for embankment construction, remove 2" diameter limbs, stumps and roots to depth of 2 feet below ground surface 3 Trees and stumps may be cut off as close to;natural ground as practicable on areas which are to be covered by at least 3 feet of embankment D Fill depressions caused by clearing and grubbing!operations with satisfactory soil material, unless further excavation or earthwork is indicated. 1 Place fill material in horizontal layers not exceeding 6 mches loose depth,and thoroughly compact to density equal to adjacent original ground. E Complete operations by bulldozing,blading, and grading so that prepared area is free of holes,unplanned ditches, abrupt changes in elev&I tions and irregular contours, and preserve drainage of area. 1 Blade entire area to prevent ponding of water and to provide drainage, except in areas to be immediately excavated ', 1/2018 02200-2 of 4 CITY OF PEARLAND SITE PREPARATION 3.02 TOPSOIL STRIPPING AND STOCKPILING A Obtain approval of topsoil quality before excavating and stockpiling. B Excavate topsoil for esplanades and areas to receive grass or landscaping from areas to be further excavated. C Topsoil Stripping: 1 Remove growths of grass from areas before stripping. 2. Topsoil is defined as surface soil found of depth of not less than 4 inches. 3 Strip topsoil to depths encountered. 4 Perform stripping in a manner to prevent intermingling of topsoil with underlying sterile subsoil and remove objectionable materials, including clay lumps, stones over 2 in. in diameter, weeds,roots, leaves, and debris. 5 Where trees are designated by Owner to be left standing,stop topsoil stripping at extreme limits of tree drip line to prevent damage to main root system. D Topsoil Stockpiling: 1 Stockpile in areas designated on Plans. 2. Construct storage piles to freely dram surface water 3 Cover storage piles, if required to prevent wind-blown dust. 4 Stockpile topsoil to depth not exceeding 8 feet. Stockpile in a manner to prevent erosion. 3.03 UNSUITABLE MATERIAL A Undercut, remove, and replace material which Engineer designates as unsuitable for subsequent construction. B Material used to replace unsuitable material shall be suitable material from site excavation or as indicated on Plans. 3.04 EXCAVATION AND FILL A Construction surveying shall be performed by qualified personnel under the direction of the contractor Contractor shall be responsible for the accuracy and correctness of this work. In the event that the work consists of significant alteration of the topographic features of natural grade, contractor shall perform enough topographic survey to substantiate existing pre-construction elevations. No claim shall be made for additional excavation or grade adjustment in excess of quantities contained in the contract documents without demonstrable evidence that such conditions existed prior to start of the work B Depressed site areas shall be filled using material from high areas, insofar as practicable. 1/2018 02200-3 of CITY OF PEARLAND SITE PREPARATION C When fill obtained from high areas is exhausted, fill to indicated rough grade elevations.under roadways with"Structural Fill"and open areas not under structures or roadways with"General Fill", or as indicated on Plans. D Place and compact fill in accordance with Section 02330—Embankment. 3.05 SALVAGEABLE ITEMS AND MATERIAL A Items designated by Engineer to be salvaged are to be carefully removed,so as to cause no damage;to the salvaged items and delivered to Owner's storage yard. 3.06 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. END OF SECTION I ' ' wl i li •I I !I ', II I k � I 1/2018 02200-4 of 4 CITY OF PEARLAND SITE DEMOLITION Section 02220 SITE DEMOLITION 1.0 GENERAL 1.01 SECTION INCLUDES A Demolishing and removing existing pavements, structures, equipment and materials only to the extent as indicated on the Plans. B Removing concrete paving, asphaltic concrete pavement, and base courses. C Removing concrete curbs, concrete curb and gutters, sidewalks and driveways. D Removing pipe culverts and sewers. E Removing miscellaneous structures of wood,plastics, metals, concrete, masonry, or combination of concrete and masonry, etc. F Disposing of demolished materials and equipment. G References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 01500—Temporary Facilities and Control 4 Section 01100—Summary of Work 5 Section 01730—Cutting and Patching 6 Section 01140—Contractor's Use of Premises 7 Section 01562—Waste Material Disposal 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for removing and disposing of existing pavement and structures under this Section. Include cost for removing and disposing of existing pavement and structures in Bid Items for which this Work is a component. B If indicated as a Bid Item, measurement will be as follows 1 Measurement for removing and disposing of concrete base and surfacing, and removing asphaltic surfacing,is on a square yard basis measured between lips of gutters. 2. Measurement for removing and disposing of cement stabilized shell base course,with or without asphalt surfacing, is on a square yard basis. 3 Measurement for removing and disposing of concrete base and surfacing with curbs,is on a square yard basis measured from back to back of curbs. Payment includes removal of all base,asphaltic surfacing,concrete pavement,esplanade curbs, curb and gutters, and paving headers. 07/2006 02220- 1 of 5 CITY OF PEARLAND F' I SITE DEMOLITION II 4 Measurement for removing and disposing of,concrete pavement is on a square yard basis measured from back to back of curbs. 5 Measurement for removing and disposing 1IIlI of monolithic curb and gutter, removing monolithic concrete curb,and removing concrete curb,is on a lineal foot basis measured along the face of the curb 6 Measurement for removing and disposing of concrete sidewalk and driveway is on l square yard basis. 1 7 Measurement for removing and disposing I of miscellaneous concrete and masonry removal is on a cubic yard basis Othe structure in place. 8 Mea'surement for removing and disposing of pipe culverts and sewers is on a lineal foot basis for each diameter of type of pipe removed. 9 Measurement for removing and disposing of unlisted materials shall be on the lump sum basis. C No payment will be made for work outside maximum payment limits indicated on Plans, or in:areas removed for Contractor's convenience. D Refer to Section 01200—Measurement and Payment Procedures. 1 1.03 SUBMITTALS 1 A Make Submittals required by this Section under the provisions of Section 01350 — Submittals 1' II B Submit proposed methods, equipment, materials and sequence of operations for demohtion.;Describe coordination for shutting off,capping,and removing temporary utilities. Plan operations to minimize temporary disruption of utilities to existing facilities or,adjacent property 1s C Submit proposed demolition and removal schedule for approval. Notify Engineer m writing at feast 48 hours before starting demolition.I D Submit an approved copy of demolition schedule to Engineer prior to commencement of demolition operations. E Obtain a permit for building demolition, as required. II. 1.04 PROTECTION OF PEOPLE AND PROPERTY I; 1 A Contractor shall conduct all construction operations under this Contract in conformance with the practices described in Section'01500—Temporary Facilities and 1 Controls. 1 II il B The Contrasafety andand m'tegrity of adjacent structures and shall be liable for any damage due to movement or selttlement. Provide proper framing and shonng necessary for support. Cease operations cif an adjacent structure appears to be endangered. Resume demolition only after proper protective measures have been taken. 11 1' 07/2006 I I I 02220-2 of 5 I', CITY OF PEARLAND SITE DEMOLITION 1.05 OWNERSHIP OF MATERIAL AND EQUIPMENT A Materials and equipment designated for reuse or salvage are listed in Section 01100— Summary of Work. Protect items designated for reuse or salvage from damage during demolition,handling and storage. Restore damaged items to satisfactory condition. B Materials and equipment not designated for reuse or salvage become the property of the Contractor 1.06 STORAGE AND HANDLING A Store and protect materials and equipment designated for reuse until time of installation. B Deliver and unload items to be salvaged to storage areas indicated on Plans. C Remove equipment and materials not designated for reuse or salvage and all waste and debris resulting from demolition from site. Remove material as work progresses to avoid clutter 2.0 PRODUCTS 2.01 EQUIPMENT AND MATERIALS FOR DEMOLITION A Use equipment and materials approved as prescribed in this Section, 1 03"Submittals' B Use of a"drop hammer"must have the Engineer's prior approval. 3.0 EXECUTION 3.01 EXAMINATION A Prior to demolition, make an inspection with Engineer to determine the condition of existing structures and features adjacent to items designated for demolition. B Engineer will mark or list existing equipment to remain the property of the Owner C Do not proceed with demolition or removal operations until after the joint inspection and subsequent authorization by Engineer D Stop demolition and notify Engineer if underground fuel storage tanks, asbestos, PCB's, contaminated soils, or other hazardous materials are encountered. 3.02 UTILITY SERVICES A Follow rules and regulations of authorities or companies having jurisdiction over communications,pipelines, and electrical distribution services. B Notify and coordinate with utility company and adjacent building occupants when temporary interruption of utility service is necessary 07/2006 02220-3 of 5 CITY OF PEARLAND SITE DEMOLITION C When required by the Work, cutting, patching, and fitting of Work to existing facilities,accommodating installation or connection of Work with existing facilities,or uncovering Work for access, inspection, or testing;shall be performed in accordance with Section 01730—Cutting and Patching 3.03 MECHANICAL'WORK ITEMS A Mechanical removals consist of dismantling and emoving existing piping, pumps, motors,water tanks,equipment and other appurtenances. It includes cutting,capping, and plugging required to restore use of existing utiities. B Remove existing process,water, chemical, gas, fuel oil and other piping not required for new work. Take out piping to the limits shown or to a point where it will not interfere with the new work. Piping not indicated 10 be removed or which does not interfere with new work shall be removed to the nearest solid support,capped,and the remainder,left in place. Purge chemical and fuel lines and tanks. Verify that such lines are safe prior to removal or capping. C Where piping that is to be removed passes through existing walls, cut and cap piping on each side of the wall. Use cap appropriate for pipe material to be capped. Provide fire-rated sealant for walls classified as fire-rated. D When underground piping, which is not located in the public right-of-way, is to be altered or removed,cap the remaining piping. Abandoned underground pipmg may be left in place unless it interferes with new work or is shown or specified to be removed. Piping less than 15 inches in diameter maybe plugged and abandoned in place. For piping 15 in andches in diameter and greater to be aboned,fill with sand,pressure grout or other approved method and plug with concrete for back masonry bulkhead. E Remove waste and vent piping to points shown. Plug pipe and cleanouts and plugs. Where vent stacks pass through an existing roof that is to remain,remove the stack and 1.1 patch the liole in the roof,making it watertight. Comply with requirements of existing roof installer so as to maintain roof warranty F Conform to applicable codes when making any changes to plumbing and heating systems. 3.04 ELECTRICAL WORK ITEMS A Electrical removals consist of disconnecting and removing existing switchgear, distribution switchboards, control panels,bus duct conduits and wires,panel boards, lighting fixtures, and miscellaneous electrical equipment. B Remove existing electrical equipment and fixtures to prevent damage to allow continued,operation of existing systems and to maintain the integrity of the grounding systems. 07/2006 02220-4 of 5 CITY OF PEARLAND SITE DEMOLITION C Remove poles and metering equipment, if designated for removal on the Plans. Coordinate electrical removals with the power company, as necessary Verify that power is properly de-energized and disconnected. D Where shown or otherwise required, remove wiring in underground duct systems Verify function of wiring before disconnecting and removing. Plug ducts which are not to be reused at entry to buildings. E Changes to electrical systems shall conform to applicable codes. 3.05 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. B Remove from the site all items contained in or upon the structure not designated for reuse or salvage in accordance with this Section and Section 01562—Waste Material Disposal. C Follow method of disposal as required by regulatory agencies END OF SECTION 07/2006 02220-5 of 5 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS Section 02255 BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 1.0 GENERAL 1.01 SECTION INCLUDES A A reference source for materials used as embedment, backfill, back-dressing, and embankment,specified elsewhere in the Technical Specifications,and their associated material qualification testing requirements. B Source qualifications and handling of these materials. C Material use and application is specified on the Plans or in individual Technical Specifications referencing materials either by Material Classification or by Product Description. D References to Technical Specifications 1 Section 03300—Cast-in-Place Concrete 2. Section 02910—Topsoil 3 Section 02252—Cement Stabilized Sand E Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM D 2487, "Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)" b ASTM C 142, "Standard Test Method for Clay Lumps and Friable Particles in Aggregates" c. ASTM C 123, "Standard Test Method for Lightweight Particles in Aggregate" d. ASTM C 40, "Standard Test Method for Organic Impurities in Fine Aggregates for Concrete" e. ASTM C 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" f ASTM D 1140, "Standard Test Methods for Amount of Material in Soils Finer the No 200 (70-um) Sieve" g. ASTM C 33, "Standard Specification for Concrete Aggregates" h. ASTM C 136, "Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates" i. ASTM C 131, "Standard Test Methods for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" 07/2007 02255- 1 of 7 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 2.0 PRODUCTS 2.01 MATERIAL CLASSIFICATIONS A Materials shall be classified for the purpose of quality control in accordance with the Unified Soil Classification Symbols as defined in ASTM D 2487 1 Class I. Well-graded gravels and sands, grayel-sand mixtures, crushed well- graded rock, little or no fines (GW, SW) I a. ; Plasticity index. non-plastic. b Gradation. D60/Dio - greater than 4 percent; amount passing No. 200 sieve-less than or equal to 5 percer}$. 2. Class II. Poorly graded gravels and sandsll 'silty gravels and sands, little to moderate fines. a. I Plasticity index. non-plastic to 4 b. Gradations. Gradation (GP, SP) amount passing No 200 sieve - less than 5 percent. Gradation(GM,SM)• amount passing No.200 sieve-between 12 percent and 50 percent. c. Borderline gradations with dual classifications (e.g., SP-SM) amount I passing No 200 sieve -between 5 percent and 12 percent. 3 Class III. Clayey gravels and sands, poorly graded mixtures of gravel, sand, silt land clay(GC, SC, and dual classifications, e.g., SP-SC) a. Plasticity index. greater than 7 b Gradation. amount passing No.200 sieve-between 12 percent and 50 percent. 4 Class WA. Lean clays (CL) a. I Plasticity Indexes Plasticity index. greater than 7, and 'above A line. Borderline plasticity with dual classifications (CL-ML) PI I between 4 and 7 b I Liquid limit: less than 50 c. 1; Gradation. amount passing No 200 sieve - greater than 50 percent. d. Inorganic. 5 Cla'ss IVB Fat clays (CH) a. Plasticity index. above A line. b Liquid limit: 50 or greater c. I Gradation. amount passing No 200 sieve- greater than 50 percent. d. ' Inorganic. B Use soils with dual class designation according to ASTM D 2487, and which are not defined abo{cre, according to the more restrictive class. III 2.02 PRODUCT DESCRIPTIONS A Unsuitable Material. Unsuitable soil matenals are the following: 07/2007 ! 02255-2 of 7 CITY OF PEARLAND BEDDING, BACKFILL,AND EMBANKMENT MATERIALS 1 Materials that are classified as ML,CL-ML,MH,PT,OH and OL according to ASTM D 2487 2. Materials that cannot be compacted to the required density due to either gradation, plasticity, or moisture content. 3 Materials that contain large clods, aggregates, stones greater than 3 inches in any dimension, debris, vegetation, waste or any other deleterious materials. 4 Materials that are contaminated with hydrocarbons or other chemical contaminants. B Suitable Material. Soil materials meeting specification requirements. Unsuitable soils meeting specification requirements for suitable soils after treatment with,for example, lime or cement shall be considered suitable, unless otherwise indicated. C General Fill. Material that is free of stones greater than 3 inches,free of roots,waste, debris,trash,organic material,unstable material,non-soil matter,hydrocarbon or other contamination, conforming to the following limits for deleterious materials. 1 Clay lumps. Less than 0.5 percent for Class I, and less than 2.0 percent for Class II, when tested in accordance with ASTM C 142. 2. Lightweight pieces. Less than 5 percent when tested in accordance with ASTM C 123 3 Organic impurities. No color darker than standard color when tested in accordance with ASTM C 40 D Random Fill. Soils defined by ASTM D 2487 as Class I, II, III, IV, or fat clay(CH), sand,gravel,or a combination,from excavation or borrow,which can be compacted to form stable embankments, and conforming to 1 Liquid Limit: 65 maximum, ASTM -D4318. 2. Plasticity Index. 0 minimum, 45 maximum, ASTM - D4318 3 Free from trash, vegetation, organic matter, large stones, hard lumps of earth and frozen, corrosive or perishable material. 4 Well broken up, free of clods greater than 6 inches, hard earth, rocks, and stones greater than 2-inch dimension. E Structural Fill. Soils defined by ASTM D 2487 as Class I,II,III,or IV,sand,gravel,or a combination, from excavation or borrow, which can be compacted to form stable embankments and fills conforming to 1 Liquid Limit: 45 maximum, ASTM D 4318 2. Plasticity Index. 12 minimum, 20 maximum, ASTM D 4318 3 Free from trash, vegetation, organic matter, large stones, hard lumps of earth and frozen, corrosive or perishable material. 4 Well broken up, free of clods greater than 6 inches, hard earth, rocks, and stones greater than 2-inch dimension. F Select Fill. Class III clayey gravel or sand or Class IV lean clay or clayey soils treated with lime or cement, and conforming to 07/2007 02255 -3 of 7 CITY OF PEARLAND j BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 1 Plasticity Index. 7 minimum, 20 maximum, ASTM D 4318 2. Free from trash, vegetation, organic matter' large stones, hard lumps of earth and frozen, corrosive or perishable material. 3 Well broken up, free of clods greater than 6 inches, hard earth, rocks, and 11 stones greater than 2-inch dimension. I� G Concrete Fill. Conform to requirements for Class B concrete as specified in Section 03300 - Cast-in-Place Concrete. 1 H Topsoil. Conform to requirements specified in Section 02910 -Topsoil. Bank Sand. Durable Bank Sand classified as SP' SW, or SM by the Unified Soil Classification System (ASTM D 2487) meeting the following requirements 1 Less than 15 percent passing the number 200 sieve when tested in accordance with ASTM D 1140 The amount of clay lumps or balls not exceeding 2 percent. 2. Matenal passing the number 40 sieve shall meet the following requirements when tested in accordance with ASTM D 4318 a. Liquid limit: not exceeding 25 percent. b Plasticity index. not exceeding 7 J Cement Stabilized Sand. Conform to requirements of Section 02252 - Cement Stabilized Sand. K Concrete Sand. Natural sand, manufactured sand! or a combination of natural and manufactured sand conforming to the requirements of ASTM C 33 and graded within the following limits when tested in accordance with ASTM C 136 I SIEVE PERCENT PASSING 3/8" I100 No. 4 9511 to 100 No 8 80;!to 100 No 16 50,,to 85 j'1 No 30 25'to 60 I No 50 10II to 30 No 100 2 Ito 10 L Gem Sand. Sand conforming to the requirements of ASTM C 33 for course aggregates specified for number 8 size and graded within the following limits when tested in accordance with ASTM C 136 SIEVE PERCENT PASSING 3/8" 95 to 100 !'I No 4 60 Ito 80 No 8 15 Ito 40 07/2007 02255-4 of 7 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS M Pea Gravel. Durable particles composed of small, smooth,rounded stones or pebbles and graded within the following limits when tested in accordance with ASTM C 136 SIEVE PERCENT PASSING 1/2" 100 3/8" 85 to 100 No 4 10 to 30 No. 8 0 to 10 No 16 0 to 5 N Crushed Aggregates. Crushed aggregates consist of durable particles obtained from an approved source and meeting the following requirements 1 Materials of one product delivered for the same construction activity from a single source. 2. Non-plastic fines. 3 Los Angeles Abrasion Test wear not exceeding 45 percent when tested in accordance with ASTM C 131 4 Crushed aggregate shall have a minimum of 90 percent of the particles retained on the No.4 sieve with 2 or more crushed faces as determined by TxDOT Tex- 460-A, Part I. 5 Crushed stone: Produced from oversize plant processed stone or gravel,sized by crushing to predominantly angular particles from a naturally occurring single source. Uncrushed gravel are not acceptable materials for embedment where crushed stone is shown on the applicable utility embedment drawing details. 6 Crushed Concrete: Crushed concrete is an acceptable substitute for crushed stone as utility backfill. Gradation and quality control test requirements are the same as crushed stone. Provide crushed concrete produced from normal weight concrete of uniform quality; containing particles of aggregate and cement material, free from other substances such as asphalt, reinforcing steel fragments, soil, waste gypsum (calcium sulfate), or debris. 7 Gradations, as determined in accordance with TxDOT Tex-110-E. PERCENT PASSING BY WEIGHT FOR PIPE SIEVE EMBEDMENT BY RANGES OF NOMINAL PIPES SIZES >15" 15" - 8" <8" 1" 95 - 100 100 - 3/4" 60 - 90 90— 100 100 1/2" 25 - 60 - 90— 100 3/8" - 20—55 40 - 70 No4 0 - 5 0- 10 0 - 15 Nob - 0 - 5 0 - 5 07/2007 02255-5 of 7 II r Ii P I CITY OF PEARLAND iBEDDING,BACKFILL,AND EMBANKMENT MATERIALS 3.0 EXECUTION 3.01 SOURCE QUALIFICATIONS FOR BORROW MATERIAL A Use of material encountered in excavations is acceptable, provided applicable requiremenis are satisfied. If excavation material is not acceptable,provide from other approved source. , B Identify off-lsite sources for materials at least 14 days ahead of intended use so that the Engineer may obtain samples for verification testing. C Obtain app' oval for each material source by the Engineer before delivery is started. If sources prev'iously approved do not produce uniform�'and satisfactory products,furnish materials fipm other approved sources. Materials may be subjected to inspection or additional III verification testing after delivery Materials which do not meet the requirements will be rejected. Do not use material hich, after approval,has become unsuitable 11 for use due to segregation, mixing! with other materials, or by contaminat Ion. Once a material is approved by the Engineer, a Change Order is required to change to a different material. , D Bank sand; select fill, and random fill, if available in the project excavation, may be obtained by"selective excavation and acceptance testing. Obtain additional quantities of these in tenals and other materials required to complete the Work from off-site sources. 1 1 1 E The Owner'does not represent or guarantee that any,soil found in the excavation work will be sui Ible and acceptable as backfill material. ' I 3.02 MATERIAL HANDLING I A When material is obtained from either a commercial or non-commercial borrow pit, open the pit to expose the vertical faces of the various strata for identification and selection ofilapproved material to be used. Excavate the selected material by vertical cuts extending through the exposed strata to achieve uniformity in the product. 11 B Establish te'1 porary stockpile locations for practical material handling and control,and verification testing by the Engineer in advance of final placement. Obtain approval from lando, ner for storage of backfill material on aidjacent private property C When stoc,piling material near the Project Site,use appropriate methods to eliminate blowing of atenals into adjacent areas and prevent runoff containing sediments from entering thell drainage system. F , � I D Place mate 'al suitable for backfilling in stockpiles at a distance from the trench to 11 prevent sli des or cave-ins. Do not place stockpiles of excavated materials on public streets. I , I 07/2007 I 02255-6 of 7 i CITY OF PEARLAND BEDDING, BACKFILL,AND EMBANKMENT MATERIALS E Place stockpiles in layers to avoid segregation of processed materials. Load material by making successive vertical cuts through entire depth of stockpile. END OF SECTION 07/2007 02255 -7 of 7 THERMOPLASTIC City of Pearland PAVEMENT MARKING Section 02582 THERMOPLASTIC PAVEMENT MARKING PART 1 GENERAL 1 01 SECTION INCLUDES A. Thermoplastic pavement markings. 1 02 UNIT PRICES A. Measurement for linear pavement markings is on a linear foot basis for each width, measured in place. B Measurement for words and symbols is on a lump sum basis for each word or symbol. C. Refer to Section 01025 — Measurement and Payment for unit price procedures. 103 SUBMITTALS ® A. Submittals shall conform to requirements of Section 01300—Submittals. B Each container shall be clearly marked to indicate the color, weight, Type of material, manufacturer's name and the lot/batch number PART 2 PRODUCTS A. Pavement markings are thermoplastic type marking materials that require heating to elevated temperatures for application. B Materials shall conform to TxDOT Specification Item 666. PART 3 EXECUTION 3 01 GENERAL A. Prepare pavement surfaces and install markings in accordance with manufacturer's recommendations and TxDOT specifications. B Accurately locate and install approved markings to conform to classes, colors, lengths, widths, and configurations indicated on Drawings. Page 1 of 2 9 i THERMOPLASTIC City of Pearland PAVEMENT MARKING I 3 02 PREPARATION ' 1 i. A. Clean ;and repair surfaces to receive markups. Blast clean surfaces indicated on Drawings or where directed by the Engineer in accordance with requirements of Section 02581 Do not clean portland cement concrete pavements by grinding. , 4 3 04 SURFACE INSTALLATION i A. Test pavement surface for moisture content prior to application of markings. Place an approximate 2 square foot sheet of clear plastic or tar paper ion road surface and hold in place ford 20 minutes. Immediately inspect, the sheet for build up of condensed moisture. If sufficient moisture has condensed to cause water to d Ip from sheet, do not apply marki i 1'gs. Repeat test as necessary until adequate moisture has evaporated from p,,vement to allow placement. B Observe manufacturer's recommended pavement and ambient air tempera+ ture requirements for application. 1 If manufacturer has no temperature recommendations, do not install markings if pavement temperature is below 60 degrees F or above 120 degrees F li C. Prime J,pavement surface and apply markings as recommended by manufacturer f 'I 3 05 FIELD QUALITY CONTROL A. Pavement markings shall present a neat, uniform appearance. B Repair for replace improperly installed markers'at Contractors expense. 3 06 CLEANING A. Keep p,oject site free of unnecessary traffic hazards at all times. B Clean area upon completion of work and remove rubbish from work site. 6 3 07 WARRANTY' A. Contra for shall warrant material and labor for a period of twelve months from ate of installation of markings. Immediately upon notification, 1. replacer,portions of pavement marking lines or legends that have lifted, shifted or spread, lost daytime color, or nighttime retro-reflectivity END OF SECTION 1 II Page2of2 1f CITY OF PEARLAND ADJUSTING MANHOLES,INLETS,AND VALVE BOXES Section 02633 ADJUSTING MANHOLES,INLETS,AND VALVE BOXES 1.0 GENERAL 1.01 SECTION INCLUDES A Adjusting elevation of manholes, inlets, and valve boxes to new grades. B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 03300—Cast-in-Place Concrete 4 Section 02542—Concrete Manholes and Accessories 5 Section 02318 —Excavation and Backfill for Utilities .6. Section 02910—Topsoil 7 Section 02921 —Hydromulch Seeding C Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM C 270, "Standard Specification for Mortar for Unit Masonry" 1.02 MEASUREMENT AND PAYMENT A Measurement for adjusting utility structures to grade is on a lump sum basis for. 1 Adjusting manholes. 2. Adjusting inlets. 3 Adjusting valve boxes. B Refer to Section 01200-Measurement and Payment Procedures. C Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 2.0 PRODUCTS 2.01 CONCRETE MATERIALS A For cast in place concrete, refer to Section 03300—Cast-in-Place Concrete. B For precast concrete manhole sections and adjustment rings,refer to Section 02542— Concrete Manholes and Accessories. C For mortar mix, conform to requirements of ASTM C 270, Type S using Portland cement. 07/2006 02633- 1 of 3 CITY OF PEARLAND ' ADJUSTING MANHOLES,INLETS,AND VALVE BOXES 2.02 CAST IRON ADJUSTING USTING RINGS A For cast iron adjusting rings, refer to Section 0�2542 — Concrete Manholes and I' Accessories. 2.03 PIPING MATERIALS A For riser ipesi and fittings, refer to applicable piping materials specifications in Sections 02542—Concrete Manholes and Accessories. 3.0 EXECUTION ' 3.01 EXAMINATIO , A Examine existing structure, valve box,frame and cover or inlet box,frame and cover or inlet,and piping and connections for damage or dlefects that would affect adjustment to grade. Report such damage or defects to the Engineer 3.02 ESTABLISHING GRADE I A Coordinate'i grade related items with existing grade and finished grade or paving, and relate to established bench mark or reference line. F 3.03 ADJUSTING MANHOLES AND INLETS A Elevation IQf manhole or inlet can be raised using precast concrete rings or metal adjusting rings. Use of brick for adjustment to grade is prohibited. Elevation of manhole o'fiinlet can be lowered by removing existing masonry, adjusting rings or the top sectior'',of the barrel below the new elevation hand then rebuilding or raising the elevation 13, the proper height. B Grout inside and outside adjusting ring joints. I' L 1 C Salvage Id reuse cast iron frame and cover or grate. D Protect or block off manhole or inlet bottom using wood forms shaped to fit so that no debris or soil falls to the bottom during adjustment: E Set the cast'iron frame for the manhole cover or grate in a full mortar bed and adjust to the established elevation. In streets, adjust covers to be flush to 1/8 inch above pavement.;'1 F Verify that manholes and inlets are free of visible leaks as a result of reconstruction. Repair leakls in a manner subject to the Engineer's approval. 3.04 ADJUSTING VAI VE BOXES II A If usable, s vage and reuse valve box and surrounding concrete block. 07/2006 j 02633-2 of 3 1 I I! CITY OF PEARLAND ADJUSTING MANHOLES,INLETS,AND VALVE BOXES B Remove and replace 6 inch ductile iron riser pipe with suitable length for depth of cover required to establish the adjusted elevation to accommodate actual finish grade. C Reinstall in-kind adjustable valve box and riser piping plumbed in vertical position. Provide minimum 6 inches telescoping freeboard space between riser pipe top butt end and interior contact flange of valve box for vertical movement damping. D After valve box has been set, aligned, and adjusted so that top lid is level with final grade, pour a 24 inch by 24 inch by 8 inch thick concrete pad around valve box. Center valve box horizontally within concrete slab 3.05 BACKFILL AND GRADING A Backfill the area of excavation surrounding each adjusted manhole, inlet, and valve box and compact according to requirements of Section 02318 — Excavation and Backfill for Utilities. B Grade the ground surface to drain away from each manhole and valve box. Place earth fill around manholes to the level of the upper rim of the manhole frame. Place earth fill around the valve box concrete block. C In unpaved areas,grade surface at a uniform slope of 1 to 5 from the manhole frame to natural grade. Provide a minimum of 4 inches of topsoil conforming to requirements of Section 02910—Topsoil and seed in accordance with Section 02921—Hydromulch Seeding. END OF SECTION 07/2006 02633-3 of 3 CITY OF PEARLAND CONCRETE PAVEMENT Section 02751 CONCRETE PAVEMENT 1.0 GENERAL 1.01 SECTION INCLUDES A Portland Cement Concrete Pavement for Concrete Streets,Driveways and Sidewalks, Joints and Curing Materials. B References to Technical Specifications. 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 01450—Testing Laboratory Services C Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM C 150, "Standard Specification for Portland Cement" b ASTM C 94, "Standard Specification for Ready-Mixed Concrete" c. ASTM C 33, "Standard Specification for Concrete Aggregates" d. ASTM C 131, "Standard Test Methods for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" e. ASTM C 136, "Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates" f. ASTM C 40, "Standard Test Method for Organic Impurities in Fine Aggregates for Concrete" g. ASTM C 260 h. ASTM C 494, "Standard Specification for Chemical Admixtures for Concrete" i. ASTM A 615, "Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement" ASTM D 994,"Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)" k. ASTM D 1751,"Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction(Nonextruding and Resilient Bituminous Type) 1. ASTM D 6690, "Standard Specification for Joint and Crack Sealants, Hot-Applied, for Concrete and Asphaltic Pavements" m. ASTM C 39, "Standard Test Method for Compressive Strength of Concrete" n. ASTM C 31,"Standard Practice for Making and Curing Concrete Test Specimens in the Field" o ASTM C 143,"Standard Test Method for Slump of Hydraulic Cement Concrete" 08/2011 02751 - 1 of 15 y CITY OF PEARLAND 1 . CONCRETE PAVEMENT p ASTM C 138,"Standard Test Method for Density(Unit Weight),Yield, 11, and Air Content(Gravimetric) of Concrete" q ASTM C 231,"Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" '' r ASTM C 171, "Standard Specification for Sheet Materials for Curing Concrete" s. ! ASTM C 309,"Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete" �i t. ASTM C 42,"Standard Test Method:for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete" 11 2. Tex s Department of Transportation (TxDOT) a. ; Tex-406-A, "Material Finer than 7 =µm (No. 200) Sieve in Mineral Aggregates (Decantation Test for Concrete Aggregates) b Tex-203-F, "Sand Equivalent Test" li; c Standard Specifications for Construction and Maintenance of I Highways, Streets and Bridges, 2004 Adoption 1) Item 438 "Cleaning and Searing Joints and Cracks (Rigid Pavements and Bridge Decks)" 1.02 MEASUREMENT AND PAYMENT 11 A Measurement for concrete paving is on square yard l'asis. Separate measurement will be made foii each different required thickness of pavement. B Payment includes all labor and materials required for installation of concrete paving, joints and curing material, as indicated on Plans. C Refer to Section 01200—Measurement and Payment Procedures. D Refer to this Section,3.26"Noncomforming Pavement"for unit price adjustments for deficient thickness. ;I 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittalsf Submittals shall conform to requireme its of Section 01350-Submittals. B Submit pro osed mix design and test data for each!type and strength of concrete in Work. Inclde proportions and actual compressive strength obtained from design mixes at re uired test ages. i C Submit mai ufacturer's description and characterisrics for mixing equipment, and for traveling form paver, if proposed for use, for approval. D Submit manufacturer's certificates giving properties of reinforcing steel. Provide specimens nor testing when required by the Engineer 1! 08/2011 li 02751 -2 of 15 CITY OF PEARLAND CONCRETE PAVEMENT E Submit product data for joint sealing compound and proposed sealing equipment for approval. F Submit samples of dowel cup,metal supports, and deformed metal strip for approval. 1.04 HANDLING AND STORAGE A Do not mix different classes of aggregate without written permission of the Engineer B Class of aggregate being used may be changed before or during Work with written permission of the Engineer New class shall comply with specifications. C Segregated aggregate will be rejected. Before using aggregate whose particles are separated by size, mix them uniformly to grading requirements. D Aggregates mixed with dirt, weeds or foreign matter will be rejected. E Do not dump or store aggregate in roadbed. 2.0 PRODUCTS 2.01 MATERIALS A Portland Cement: 1 Sample and test cement to verify compliance with Standards of ASTM C 150, Type I or Type III. 2. Bulk cement which meets referenced standards may be used if the method of handling is approved by the Engineer When using bulk cement, provide satisfactory weighing devices. B Water Conform to requirements for water in ASTM C 94 C Coarse Aggregate: Gravel or crushed stone, or combination thereof, which is clean, hard, durable, conforms to requirements of ASTM C 33, and has abrasion loss not more than 45 percent by weight when subjected to Los Angeles Abrasion Test(ASTM C 131) No pit run gravel will be allowed. 1 Maximum percentage by weight of deleterious substances shall not exceed following values. PERCENT BY WEIGHT ITEM OF TOTAL SAMPLE MAXIMUM Clay lumps and friable particles. 3 0 Material finer than 75-pm(No. 200) sieve: Concrete subject to abrasion. 3 0* 08/2011 02751 -3 of 15 CITY OF PEARLAND ,p CONCRETE PAVEMENT A11 other concrete. 5 0* 4Dal and lignite. Vrhere surface appearance of concrete is lof 0.5 importance. 41 other concrete. 1 0 * In case of manufactured sand, if material finer than 75-µm(No 200) sieve consists of dust of fracture, essentially free from clay or shale, these limits may be increased to 5 and 7 percent, respectively 2. Co se aggregate(size 1 1/2 inch to No 4 sieve)shall conform to requirements of.Alt STM C 33 Gradation shall be within1 following limits when graded in accordance with ASTM C 136 SIEVE DESIGNATION 1ERCENTAGE BY WEIGHT) (SQUARE OPENINGS) Retained on 1 3/4 inch sieve 1; 0 Retained on 1 1/2 inch sieve 111 0 to 5 Retained on 3/4 inch sieve 1 30 to 65 Retained on 3/8 inch sieve 111 70 to 90 Retained on No 4 sieve 11 95 to 100 L'bss by Decantation Test 111 *Method Tex-406-A 11 1 0 maximum *1 In case of aggregates made primarily from crushing of stone, if material finer than 200 sieve is dust of fracture essentially free from clay or shale as established by Part M!of Tex-406-A, percent may be 11 increased to 1.5 11 D Fine Aggregate: Sand,manufactured sand,or combination thereof,composed of clean, hard,durable,uncoated grains,free from loams or other injurious foreign matter Fine aggregate for concrete shall conform to requirements of ASTM C 33 Gradation shall 11. be within following limits when graded in accordance with ASTM C 136 SIEVE DESIGNATION (PERCENTAGE BY WEIGHT) (SQUARE OPENINGS) Retained,bn 3/8 inch sieve 11) 0 Retained Ibn No 4 sieve 0 to 5 Retained,;bn No. 8 sieve 0 to 20 Retained bn No 16 sieve 1' 15 to 50 Retained',bn No 30 sieve 11I 35 to 75 Retained;!bn No. 50 sieve 1 j, 65 to 90 ' 11 08/2011 02751 -4 of 15 II CITY OF PEARLAND CONCRETE PAVEMENT Retained on No 100 sieve 90 to 100 Retained on No 200 sieve 97 to 100 1 When subjected to color test for organic impurities (ASTM C 40), fine aggregate shall not show color darker than standard color Fine aggregate shall be subjected to Sand Equivalent Test(Tex-203-F) Sand equivalent value shall not be less than 80, unless higher value is shown on Plans. E Air Entraining Agent: Furnish an air entraining agent conforming to requirements of ASTM C 260 F Water Reducer Water reducing admixture conforming to requirements of ASTM C 494 may be used if required to improve the workability of concrete. Amount and type of such admixture shall be subject to approval by the Engineer G Reinforcing Steel. 1 Provide new billet steel manufactured by open hearth process and conforming to ASTM A 615,Grade 60 Store steel to protect it from mechamcal injury and rust. At time of placement,steel shall be free from dirt,scale,rust,paint,oil or other injunous materials. 2. Cold bend reinforcing steel to shapes shown. Once steel has been bent,it may not be rebent. 2.02 CONCRETE JOINTS A When allowed on the Plans, or with approval of the Engineer,Board Expansion Joint Matenal may be used. Filler board of selected stock. Use wood of density and type as follows. 1 Clear,all-heart cypress weighing no more than 40 pounds per cubic foot,after being oven dried to constant weight. 2. Clear,all-heart redwood weighing no more than 30 pounds per cubic foot,after being oven dried to constant weight. 3 Use wood only when part of a load transmission device assembly B Unless specified otherwise,use Preformed Expansion Joint Material. Bituminous fiber and bituminous mastic composition material conforming to ASTM D 994 and ASTM D 1751 C Joint Sealing Compound. 1 Hot poured rubber-asphalt compound meeting the requirements of ASTM D 6690 2. When indicated on Plans, self-leveling Low Modulas Silicone sealant single component meeting the requirements of TxDOT Specification 438. D Load Transmission Devices 08/2011 02751 -5 of 15 CITY OF PEARLAND CONCRETE PAVEMENT 1 Smooth, steel dowel bars conforming to ASTM A 615, Grade 60 When indilcated on Plans,encase one end of dowel bar in approved cap having inside' diameter 1/16 inch greater than diameter of dowel bar 2. Deformed steel tie bars conforming to ASTM A 615, Grade 60 E Metal Supports for Reinforcing Steel and Joint Assembly Employ metal supports of approved"ape and size that will secure reinforcing steel and joint assembly in correct position during placing and finishing of concrete. !Space supports as directed by the Engineer 2.03 EQUIPMENT I A Equipment: Conform to requirements of ASTM C 94 2.04 MIXING A Employ and pay certified testing laboratory to prepare mix designs. Compressive strength shall be as specified using test specimens prepared in accordance with ASTM C 31 and tested in accordance with ASTM C 39.1 i Contractor shall determine and measure baich quantity of each ingredient,including;all water for batch designs and all concrete produced for Work. Mix shall conform to these specifications and other requirements indicated on Plans. !� B Mix design to produce concrete which will have a minimum compressive strength of 2500 psi at 7days and 3500 psi at 28 days. When high-early-strength cement is used,it shall reach,a minimum compressive strength of 3500 psi at 7 days and 4000 at 28 days. Slump of concrete shall be at least 2 inch,but no more than 5 inches, when tested in accordance'with ASTM C 143 1 Concrete pavement shall contain at least 5 1/2 sacks (94 pounds per sack) of cen!ent per cubic yard,with not more than 6 J5 gallons of water,net,per sack of cement (water cement ratio maximum 01.57) Cement content shall be II determined in accordance with ASTM C 13,8 Addition of mineral filler may be used to improve workability or plasticity of concrete to limits specified. 2. Coarse dry aggregate shall not exceed 85 percent of loose volume of concrete. 3 AdZ air-entraining admixture to ensurer uniform distribution of agent thro�Iughout batch. Base air content of freshly mixed air-entrained concrete upon trial mixes with materials to be used in Work, adjusted to produce concrete of required plasticity and workability Percentage of air entrainment in mix shall be 41/2 percent plus or minus 1;1/2 percent. Air content shall be II determined by testing in accordance with ASTM C 231 4 Use retardant when temperature exceeds 90!'degrees F Proportion shall be as recommended by manufacturer Use same brand as used for air-entraining agent. Add and batch material using same methods as used for air-entraining agent. Accelerators will not be allowed unless approved by the Engineer i 08/2011 ! 02751 -6 of 15 CITY OF PEARLAND CONCRETE PAVEMENT 2.05 COVER MATERIALS FOR CURING A Curing materials shall conform to one of following: 1 Polyethylene Film. Opaque pigmented white film conforming to requirements of ASTM C 171 2. Waterproofed Paper Paper conforming to requirements of ASTM C 171 3 Cotton Mats. Single layer of cotton filler completely enclosed in cover of cotton cloth. Mats shall contain not less than 3/4 of a pound of uniformly distributed cotton filler per square yard of mat. Cotton cloth used for covering materials shall weigh not less than 6 ounces per square yard. Mats shall be stitched so that mat will contact surface of pavement at all points when saturated with water 4 Liquid Membrane-forming Compounds. Liquid membrane-forming compounds shall conform to ASTM C 309 Membrane shall restrict loss of water to not more than 0.55 kg/m2 of surface in 72 hours. 3.0 EXECUTION 3.01 EXAMINATION A Verify compacted base is ready to support imposed loads and meets compaction requirements. B Verify lines and grades are correct. 3.02 PREPARATION A Properly prepare, shape and compact each section of subgrade before placing forms, reinforcing steel or concrete. After forms have been set to proper grade and alignment, use subgrade planer to shape subgrade to its final cross section. Check contour of subgrade with template. B Remove subgrade that will not support loaded form. Replace and compact subgrade to required density 3.03 EQUIPMENT A Alternate equipment and methods, other than those required by this article, may be used provided the Contractor demonstrates that equal, or better, results will be obtained. Maintain equipment for preparing subgrade and for finishing and compacting concrete in good working order Unless approved otherwise by the Engineer or the Plans, slip form paving methods shall be used. B Subgrade Planer and Template. 1 Use subgrade planer with adjustable cutting blades to trim subgrade to exact section shown on Plans. Select planer mounted on visible rollers which ride on forms. Planer frame must have sufficient weight so that it will remain on form 08/2011 02751 -7 of 15 1 CITY OF PEARLAND 1 1 CONCRETE PAVEMENT at all times, and have such strength and rigidity that, under tests made by changing support from wheels to center,planer will not develop deflection of more than 1/8 inch. Tractors used to pull, planer shall not produce ruts or indentations in subgrade. When slip form!method of paving is used, operate subgrade planer on prepared track grade or have it controlled by electronic sensor system operated from string line to establish horizontal alignment and ele'ation of subbase. 2. Provide template for checking contour of subgrade. Template shall be long HI enough to rest upon side forms and have such strength and rigidity that,when supported at center, maximum deflection shall not exceed 1/8 inch. Fit terriplate with accurately adjustable rods projecting downward at 1 foot intervals. Adjust these rods to gauge cross sections of slab bottom when template is resting on side forms. C Texturing'Equipment I 1 C � et Drag a. ' Provide a carpet drag mounted on a'work bndge or a moveable support system. Provide a single piece of carpet of sufficient transverse length of carpet is in contact with the concrete being placed to produce the desired texture. D Machine FinisherProvide a power-dnven,transverse fimshing machine designed and operated to strike off and consolidate concrete. Machine shall have two screeds accurately ladjusted to crown of pavement and with frame equipped to nde on forms. _ Use finishing machine with rubber tires if it operates on concrete pavement. I , E Hand Finishing: I 1 Provide ide mechanical strike and tamping template 2 feet longer than width of pavement to be finished. Shape template to,pavement section. 2. Provide two bndges to nde on forms and span pavement for finishing II expansion and dummy joints. Provide floats and necessary edging and finishing tools. 'li. F Vibrators Furnish mechanically operated synchronized vibrators mounted on tamping bar which ndes on forms and hand-manipulated mechanical vibrators. Furnish vibrators with frequency of vibration to provide maximum consolidation of concrete without segregation. 3.04 FORMS ,I. A Side Forme: Use clean metal forms of approved shape and section. Preferred depth of form shall'be equal to required edge thickness of pavement. Forms with depths greater or less than required edge thickness of pavement will be permitted,provided difference between form depth and edge thickness if not greaten than 1 inch,and further provided that forms'di depth less than pavement edge are brought to required edge thickness by securely attaching wood or metal strips to bottom of form, or by grouting under form. I ii 08/2011 I ; ; 02751 -8 of 15 li 1 CITY OF PEARLAND CONCRETE PAVEMENT Bottom flange of form shall be same size as thickness of pavement. Aluminum forms are not allowed. All forms shall be approved by the Engineer Length of form sections shall be not less than 10 feet and each section shall provide for staking in position with not less than 3 pins. Flexible or curved forms of wood or metal of proper radius shall be used for curves of 200 foot radius or less. Forms shall have ample strength and shall be provided with adequate devices for secure setting so that when in-place they will withstand, without visible spnnging or settlement, impact and vibration of finishing machine. In no case shall base width be less than 8 inches for form 8 inches or more in height. Forms shall be free from warp, bends or kinks and shall be sufficiently true to provide reasonable straight edge on concrete. Top of each form section, when tested with straight edge, shall conform to requirements specified for surface of completed pavement. Provide sufficient forms for satisfactory placement of concrete. For short radius curves, forms less than 10 feet in length or curved forms may be used. For curb returns at street intersections and driveways, wood forms of good grade and quality may be used. B Form Setting: 1 Rest forms directly on subgrade. Do not shim with pebbles or dirt. Accurately set forms to required grade and alignment and, during entire operation of placing, compacting and finishing of concrete, do not deviate from this grade and alignment more than 1/8 inch in 10 feet of length. Do not remove forms for at least 8 hours after completion of finishing operations. Provide supply of forms that will be adequate for orderly and continuous placing of concrete. Set forms and check grade for at least 300 feet ahead of mixer or as approved by the Engineer 2. Adjacent slabs may be used instead of forms, provided that concrete is well protected from possible damage by fimshing equipment. These adjacent slabs shall not be used for forms until concrete has aged at least 7 days. 3.05 REINFORCING STEEL AND JOINT ASSEMBLIES A Accurately place reinforcing steel and joint assemblies and position them securely as indicated on Plans. Wire reinforcing bars securely together at intersections and splices. Bars and coatings shall be free of rust, dirt or other foreign matter when concrete is placed. Place all reinforcing steel and secure to chairs. All reinforcing steel must be positively supported before pour begins. B Place pavement joint assemblies at required locations and elevations, and rigidly secure all parts in required positions. Install dowel bars accurately in joint assemblies as shown, each parallel to pavement surface and to center line of pavement. Rigidly secure in required position to prevent displacement during placing and finishing of concrete. Accurately cut header boards,joint filler and other material used for forming joints to receive each dowel bar Drill dowels into existing pavement, secure with epoxy, and provide paving headers, as required, to provide ngid pavement sections. 08/2011 02751 -9 of 15 CITY OF PEARLAND CONCRETE PAVEMENT 11 3.06 PLACEMENT A Place concrete only in rain-free days when air temperature taken in shade and away from artificial heat is above 35 degrees F and rising. Concrete shall not be placed III when temperature is below 40 degrees F and falling. 1 Place concrete that is between 40 degrees F and 95 degrees F at the time of discharge. Do not exceed 60 minutes between introduction Of cement to the aggregates and discharge. When the weather is such that the concrete temperature would exceed 90 degrees F, employ effective means, such as pre-cooling of aggregates and mixing water,using ice or placing at night, as necessary to!maintain concrete temperature, as placed, be Ow 95 degrees F Do not place when concrete temperature is above 95 I II degrees F at the time of discharge. I B Place concrete within 60 minutes of mixing. Remove and dispose of concrete not 1. placed within this period. al C Concrete slump during placement shall be 2 to 5 inches,except when using traveling- form paver slump shall be a maximum of 3 inches., ii D Deposit concrete rapidly and continuously on subgrade or subbase in successive batches. Distribute concrete to required depth and for entire width of placement in manner tht will require as little rehandling as possible. Where hand spreading is necessary,listribute concrete with shovels or by other approved methods. Use only concrete rakes in handling concrete. At end of! day or in case of unavoidable - interruptior of more than 30 minutes, place transv,,Ierse construction joint at point of stopping work. Remove and replace sections less than 10 feet long. li E Take special care in placing and spading concrete against forms and at longitudinal and transverse joints to prevent honeycombing. Voids in edge of finished pavement will be cause for rejection. 3.07 FINISHING 1, ! i', A Finish concrete pavement with power-driven transverse finishing machines or by hand finishing methods. ,!. 1 Use transverse finishing machine to make!at least two trips over each area. Make last trip continuous run of not less than 40 feet. After transverse scre�eding, use hand-operated longitudinal!float to test and level surface to required grade. ' 2. Had finish with mechanical strike and tamping template as wide as pavement 1 II to b!e finished. Shape template to pavement section. Move strike template i II forward in direction of placement, maintaining slight excess of material in front of cutting edge. Make at least two trips over each area. Screed pavement surface to required section. Work screed, with combined transverse and longitudinal motion in direction work is progressing. Maintain screed in contact with forms. Use longitudinal float level surface. 08/2011 02751 - 10 of 15 I I CITY OF PEARLAND CONCRETE PAVEMENT B On narrow strips and transitions,finish concrete pavement by hand. Thoroughly work concrete around reinforcement and embedded fixtures. Strike off concrete with strike- off screed. Move strike-off screed forward with combined transverse and longitudinal motion in direction Work is progressing,maintaining screed in contact with forms,and maintaining slight excess of materials in front of cutting edge. Tamp concrete with tamping template. Use longitudinal float to level surface. C While concrete is still workable,give surface final belting to produce a uniform surface of gritty texture. Perform belting with short rapid transverse strokes having sweeping longitudinal motion. 3.08 JOINTS AND JOINT SEALING A When new work is adjacent to existing concrete, place joints at same location as existing joints in adjacent pavement. B If the limit of removal of existing concrete or asphaltic pavement does not fall on existing joint, saw cut existing pavement minimum of 1 1/2 inches deep to provide straight, smooth joint surface without chipping, spalling or cracks. 3.09 CONSTRUCTION JOINTS A Place transverse construction joint wherever concrete placement must be stopped for more than 30 minutes. Place longitudinal construction joints at interior edges of pavement lanes using No 5 deformed tie bars,30 inches long and spaced 18 inches on centers. 3.10 EXPANSION JOINTS A Place 3/4 inch expansion joints at locations shown on Plans. Use no filler shorter than 6 feet. When pavement is 24 feet or narrower, use not more than 2 lengths of filler Secure pieces to form straight joint. Shape filler accurately to cross section of concrete slab Use load transmission devices of type and size shown on Plans. Seal with joint sealing compound. 3.11 CONTRACTION JOINTS A Place contraction joints at same locations as in adjacent pavement or at spaces indicated on Plans. Maximum spacing of contraction/construction joints,20 feet. Seal groove with joint sealing compound. 3.12 LONGITUDINAL WEAKENED PLANE JOINTS A Place longitudinal weakened plane joints at spaces indicated on Plans. Seal groove with joint sealing compound. 08/2011 02751 - 11 of 15 CITY OF PEARLAND 111 CONCRETE PAVEMENT 3.13 SAWED JOINTS A Contractor niay use sawed joints as an alternate to contraction and weakened plane 11 joints. Circular cutter shall be capable of cutting straight line groove minimum of 1/2 inch wide. ®epth shall be one quarter of pavement thickness plus 1/2 inch. Commence sawing as,soon as concrete has hardened sufficiently to permit cutting without chipping, spalling or tearing and prior to initiation of cracks. Once sawing has commenced, it shall be continued until completed. Make saw cut with one pass. Complete sawing within 24 hours of concrete placement. Saw joints at required spacing consecutively in sequence of concrete placement. B Concrete Saw. Provide sawing equipment adequate in power to complete sawing to required dimensions and within required time. Provide at least one standby saw in good working order Maintain an ample supply of saw blades at work site at all times during sawing operations. Sawing equipment shall be on job at all times during concrete placement. 3.14 JOINTS FOR CURB,AND CURB AND GUTTER f 1I A Place 3/4 inch preformed expansion joints through;curb and gutters at locations of expansion ind contraction joints in pavement; at! end of radius returns at street intersections and driveways, and at curb inlets. Maximum spacing shall be 60 foot centers. 3.15 JOINTS FOR CONCRETE DRIVEWAYS A Provide 3/4� inch expansion joints conforming to ASTM D 1751 across driveway in line with street face of sidewalks, at existing concrete driveways, and along 11 intersections with sidewalks and other structures. Extend expansion joint material full depth of slab Where dowels are used, wrap or sleeve one end. 3.16 JOINT SEALING A Seal joints lonly when surface and joints are dry, ambient temperature is above 50 degrees F bit less than 85 degrees F, and weather is not foggy or rainy B Joint sealing equipment shall be in first-class working condition, and be approved by the Engine6r Use concrete grooving machine or power-operated wire brush and other equipment such as plow, brooms, brushes, blowers'or hydro or abrasive cleaning as required to,V roduce satisfactory joints. C Clean joint' of loose scale,dirt,dust and curing compound. Term joint includes wide joint space�s11, expansion joints, dummy groove joints or cracks, either preformed or natural. Remove loose material from concrete surfaces adjacent to joints. 08/2011 02751 - 12 of 15 CITY OF PEARLAND CONCRETE PAVEMENT D Fill joints neatly with joint sealer to depth shown. Pour sufficient joint sealer into joints so that, upon completion, surface of sealer within joint will be 1/4 inch below level of adjacent surface or at elevation as directed. 3.17 CONCRETE CURING A Concrete pavement shall be cured by protecting it against loss of moisture for period of not less than 72 hours immediately upon completion of finishing operations. Do not use membrane curing for concrete pavement to be overlaid by asphaltic concrete. B Where curing requires use of water,curing shall have prior right to all water supply or supplies. Failure to provide sufficient cover material shall be cause for immediate suspension of concreting operations. 3.18 POLYETHYLENE FILM CURING A Immediately after finishing surface, and after concrete has taken its initial set, apply water in the form of a fine spray Cover surface with polyethylene film so film will remain in intimate contact with surface during specified curing period. B Cover entire surface and both edges of pavement slab. Joints in film sheets shall overlap minimum of 12 inches. Immediately repair tears or holes occurring during curing period by placing acceptable moisture-proof patches or by replacing. 3.19 WATERPROOFED PAPER CURING A Immediately after finishing surface, and after concrete has taken its initial set, apply water in form of fine spray Cover surface with waterproofed paper so paper will remain in intimate contact with surface during specified curing period. B Prepare waterproofed paper to form blankets of sufficient width to cover entire surface and both edges of pavement slab, and not be more than 60 feet in length. Joints in blankets caused by joining paper sheets shall lap not less than 5 inches and shall be securely sealed with asphalt cement having melting point of approximately 180 degrees F Place blankets to secure an overlap of at least 12 inches. Tears or holes appearing in paper during curing period shall be immediately repaired by cementing patches over defects. 3.20 COTTON MAT CURING A Immediately after finishing surface, and after concrete has taken its initial set, completely cover surface with cotton mats,thoroughly saturated before application,in such manner that they will contact surface of pavement equally at all points. B Mats shall remain on pavement for specified curing period. Keep mats saturated so that,when lightly compressed,water will drip freely from them. Keep banked earth or cotton mat covering edges saturated. 08/2011 02751 - 13 of 15 CITY OF PEARLAND l;, CONCRETE PAVEMENT 'I. 11 3.21 LIQUID MEMBRANE-FORMING COMPOUNDS A Immediately after finishing surface, and after cone;I ete has taken its initial set, apply liquid membrane-forming compound in accordance,with manufacturer's instructions. II! 3.22 TOLERANCES , A Test entire' surface before initial set and correct irregularities or undulations. Bring surface wi ihin requirements of following test aend then finish. Place 10 foot II straightedg'parallel to center of roadway to bridge any depressions and touch all high spots. Do;'not permit ordinates measured from faece of straight edge to surface of pavement �� exceed 1/16 inch per foot from nearest point of contact. Maximum ordinate with 10 foot straightedge shall not exceed 1/8 inch. Grind spots in excess of requirements of this paragraph to meet surface testirequirements. Restore texture by li grooving concrete to meet surface finishing specifications. 3.23 FIELD QUALITY CONTROL i 1 . A Testing will be performed under provisions of Section 01450 — Testing Laboratory Services. ' 11, I B Test Specimens. Four test specimen cylinders for compressive strength tests will be made for each 150 cubic yards or less of pavement that is placed in one day Two specimens swill be tested at 7 days. For failed 7-day tests, remaining two specimens will be tested at 28 days. Specimens will be made,cured and tested in accordance with - ASTM C 31 and ASTM C 39 ii C Yield test will be made in accordance with ASTM G 138 for cement content per cubic yard of cone rete. If such cement content is found,to be less than that specified per 11 cubic yard, reduce batch weights until amount of cement per cubic yard of concrete conforms to requirements. D At the Engineer's direction a minimum of one 4-inch core may be taken at random locations per 1,000 feet per lane or 500 square yards'of pavement to measure in-place depth. Eac I� core may be tested for 28 day compressive strength according to methods of ASTM 1 4i 42. The 28 day compressive strength of each core tested shall be a minimum olf 3000 pounds per square inch. Il E Contractor'may,at his own expense,request three additional cores in vicinity of cores indicating r_lonconforming in-place depths. In-place depth at these locations shall be the average of depth of four cores. F Fill cores and density test sections with new concrete paving or non shnnk grout. ll 1 Ill 08/2011 1 1 : 02751 - 14 of 15 1 I CITY OF PEARLAND CONCRETE PAVEMENT 3.24 NONCONFORMING PAVEMENT A Remove and replace areas of pavement found by cores to be deficient in thickness by more than 10 percent, or that fail compressive strength tests, with new concrete pavement of thickness shown on Plans at no cost to the Owner B Areas of concrete pavement found by cores to be deficient in thickness by less than 10 percent shall be remedied at the Owner's direction by one of the following methods. 1 Remove and replace using new concrete pavement of thickness shown on Plans and in accordance with the requirements of this Section at no cost to Owner 2. Reduce the Unit Price by the ratio of the average thickness (as determined by cores) to the thickness required. C No adjustments will be made for excess thickness. 3.25 PAVEMENT MARKINGS A Restore pavement markings to match those existing in accordance with City of Pearland Standard Details and the Engineer's requirements. 3.26 PROTECTION A Barricade pavement section from use until concrete has attained minimum design strength. B On those sections of pavement to be opened to traffic, seal joints,clean pavement and place earth against pavement edges before permitting use by traffic. Such opening of pavement to traffic shall not relieve Contractor from his responsibility for Work. C Maintain concrete paving in good condition until completion of Work. D Repair defects by replacing concrete to full depth. END OF SECTION 08/2011 02751 - 15 of 15 CITY OF PEARLAND CONCRETE SIDEWALKS Section 02771 CONCRETE SIDEWALKS 1.0 GENERAL 1.01 SECTION INCLUDES A. Portland Cement Concrete Pavement for Concrete Sidewalks. B References to Technical Specifications. 1 Section 01200 - Measurement and Payment Procedures 2. Section 01350 - Submittals 3 Section 01450 - Testing Laboratory Services 4 Section 02751 - Concrete Pavement C. Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM C 150, "Standard Specification for Portland Cement" b ASTM C 94, "Standard Specification for Ready-Mixed Concrete" c ASTM C 33, "Standard Specification for Concrete Aggregates" d. ASTM A 615, "Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement" e. ASTM D 994, "Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)" f. ASTM D 1751, "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non extruding and Resilient Bituminous Type) g. ASTM D 6690, "Standard Specification for Joint and Crack Sealants, Hot-Applied, for Concrete and Asphaltic Pavements" h. ASTM C 39, "Standard Test Method for Compressive Strength of Concrete" i. ASTM C 31, "Standard Practice for Making and Curing Concrete Test Specimens in the Field" ASTM C 138, "Standard Test Method for Density (Unit Weight),Yield, and Air Content(Gravimetric) of Concrete" k. ASTM C 231,"Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" 1. ASTM C 42, "Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete" 2. Texas Accessibility Standards of Architectural Barriers Act, Article 9102, Texas Civil Statues 5/2013 02771 - 1 of 5 1 CITY OF PEARLAND , ; ' CONCRETE SIDEWALKS 1.02 MEASUREMEN/T AND PAYMENT I. A. Measurement for concrete sidewalks is on square foot basis. II B Payment includes all labor and materials required for installation of concrete sidewalks, joints and curing material. No payment will be made for work in areas where side'';alk has been removed for contractor's convenience. C. Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS l A. Submittals,shall conform to requirements of Section 01350 - Submittals. 2.0 PRODUCTS 2.01 MATERIALS 1 A. Concrete onform to material and proportion requirements for concrete of Section 02751 - Co crete Paving. B Reinforcing' Steel. conform to material requirements of Section 02751 - Concrete Paving for °emforcmg steel. Use No 4 remforcmg bars. C. Preformed 1 Expansion Joint Material. Conform to material requirements for preformed xpansion joint material of Section 0275,11 - Concrete Paving. 1 . D Expansion' Joint Filler Conform to material requirements for expansion joint material of Section 02751 - Concrete Pavement. I I ' E. Forms. U e straight, unwarped wood or metal foirms with nominal depth equal to or greater than proposed sidewalk thickness. I F Sand Bed. 'Conform to material requirements for bank run sand. Ij 3.0 EXECUTION 3.01 REPLACEMEN11 { I A. Replace sidewalks which are removed or damaged during construction with thickness and width equivalent to one removed or damaged unless otherwise shown on Drawinl� s. Finish surface (exposed aggregate, brick pavers, etc.) to match existing si Iewalk. ii B Provide r laced and new sidewalks with wheelchair ramps when sidewalk intersects c" b at street. I 1 1 5/2013 I 02771 -2 of 5 1 CITY OF PEARLAND CONCRETE SIDEWALKS 3.02 PREPARATION A. Identify and protect utilities which are to remain. B Protect living trees, other plant growth and features designated to remain. C Conduct clearing and grubbing operations in accordance with Section 02200 - Site Preparation. D Determine sidewalk honzontal and vertical alignment to facilitate drainage and prevent ponding. Location and slopes must be in compliance with Texas Accessibility Academy Standards latest edition and revisions. E. Excavate subgrade 6 inches beyond outside lines of sidewalk. Shape to line, grade and cross section. Compact 6 inches of select fill to minimum of 95% maximum dry density at optimal or above optimal moisture content as per ASTM D698 For soils with plasticity index above 40 percent, stabilize soil with lime in accordance with Section 02335 - Subgrade. Compact subgrade to minimum of 90 percent maximum dry density at optimum to 3 percent above optimum moisture content, as determined by ASTM D 698 No separate pay for this requirement. This work shall be subsidiary to sidewalk square foot unit pricing. 3.03 PLACEMENT A. Setting Forms. Straight, unwarped wood or metal forms with nominal depth 1/2" greater than proposed sidewalk thickness. Securely stake forms to line and grade. Maintain position during concrete placement. B Reinforcement: 1 Install No 4 reinforcing bars. 2. Install reinforcing steel as shown on the Drawings. Lay longitudinal bars in walk continuously through expansion joints. Reinforcing bars shall not vary from plan placement by more than 1/4 inch. 3 Use sufficient number of chairs to support reinforcement in manner to maintain reinforcement in center of slab vertically during placement. 4 Drill dowels into existing paving, sidewalk and driveways, secure with epoxy and provide headers as required. C. Expansion Joints. Install expansion joints with load transfer umts in accordance with Section 02751 - Concrete Pavement. D Place concrete in forms to specified depth and tamp thoroughly with "jitterbug" tamp, or other acceptable method. Bring mortar to surface. 5/2013 02771 -3 of 5 i CITY OF PEARLAND I CONCRETE SIDEWALKS I, E. Strike off,to smooth finish with wood strike board. Finish smoothly with wood hand float Brush across sidewalk lightly with fine-haired brush. 11 i! F Apply coating to wheelchair ramp with contrasting color II G Unless ot1%erwise indicated on Drawings, mark off sidewalk joints 1/2 inch deep, at spacing a dual to width of walk. Use joint tool equal in width to edging tool. H. Finish ed es with tool having 3/8 inch radius. 1 I After conete has set sufficiently, refill space along sides of sidewalk to 1 inch from top '��f walk with suitable material. Tampuntil firm and solid, place sod as applicable,�� Dispose of excess material. Repair driveways and parking lots damaged 1 y sidewalk excavation in accordance with Section 02980 - Pavement Repair an iResurfacmg. I I 3.04 CURING I i A. Conform t'` requirements of Section 02751 - Concrete Pavement. 3.05 FIELD QUALIT CONTROL 1 A. Testing will be performed under provisions of Section 01450 - Testing Laboratory Services. B Compressiye Strength Test Specimens. Four test specimens for compressive strength tot will be made in accordance with ASTM IM C 31 for each 30 cubic yards or less ofli idewalk that is placed on one day Two specimens will be tested at 7 days. Reanung two specimens will be tested at 28 days. Specimens will be tested in acordance with ASTM C 39 Minimum,compressive strength. 2500 psi at 7 days aid 3500 psi at 28 days. C Yield test for cement content per cubic yard of concrete will be made in accordance with AST C 138 When cement content is found'to be less than that specified per cubic yard Ilreduce batch weights until amount of Cement per cubic yard of concrete I II conforms t requirements. D If the Conk ractor places concrete without notifying the City, Contractor will have the concre e tested by means of core test as specified in ASTM C 42. When concrete di I'�es not meet specification, cost of test will be deducted from payment. Contractor ill replace the cored section of sidewalk at no cost to City ! I E. Sampling If fresh concrete shall be in accordance with ASTM C 172. F Take sl tests when cylinders are made and when concrete slump appears excessive I i 1 5/2013 I1 02771 -4 of 5 Ili CITY OF PEARLAND CONCRETE SIDEWALKS G Concrete shall be acceptable when average of two 28 day compression tests is equal to or greater than minimum 28 day strength specified. H. If either of two tests on field samples is less than average of two tests by more than 10 percent, that entire test shall be considered erratic and not indicative of concrete strength. Core samples will be required of in-place concrete in question. I. If 28 day laboratory test indicates that concrete of low strength has been placed,test concrete in question by taking cores as directed by Project Manager Take and test at least three representative cores as specified in ASTM C 42 and deduct cost from payment due. 3.06 NONCONFORMING CONCRETE A. Remove and replace areas that fail compressive strength tests, with concrete of thickness shown on Drawings. B Replace nonconforming sections at no additional cost to City Replacement section shall be no less in length than the width of sidewalks. 3.07 PROTECTION A. Maintain newly placed concrete in good condition until completion of Work. B Replace damaged areas at no cost to City END OF SECTION 5/2013 02771 -5 of 5 CITY OF PEARLAND ' CONCRETE DRIVEWAYS Section 02775 CONCRETE DRIVEWAYS 1.0 GENERAL 1.01 SECTION INCLUDES A. Portland Cement Concrete Pavement for Driveways B References to Technical Specifications. 1 Section 01200—Measurement and Payment Procedures 2 Section 01350—Submittals 3 Section 01450—Testing Laboratory Services 4 Section 02751 - Concrete Pavement C Referenced Standards 1 American Society for Testing and Materials (ASTM) a. ASTM C 94, "Standard Specification for Ready-Mixed Concrete" b ASTM C 33, "Standard Specification for Concrete Aggregates" c. ASTM C 260 d. ASTM A 615, "Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement" e. ASTM D 994, "Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)" f. ASTM D 1751, "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextrudmg and Resilient Bituminous Type) g. ASTM D 6690, "Standard Specification for Joint and Crack Sealants, Hot-Applied, for Concrete and Asphaltic Pavements" h. ASTM C 39, "Standard Test Method for Compressive Strength of Concrete" i. ASTM C 31, "Standard Practice for Making and Curing Concrete Test Specimens in the Field" j ASTM C 143, "Standard Test Method for Slump of Hydraulic Cement Concrete" k. ASTM C 231,"Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" 1. ASTM C 171, "Standard Specification for Sheet Materials for Curing Concrete" m. ASTM C 309, "Standard Specification for Liquid Membrane- Forming Compounds for Curing Concrete" n. ASTM C 42, "Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete" 5/2013 02775- 1 of 8 il I? 'li 'II CITY OF PEARLAND I i I, CONCRETE DRIVEWAYS 1.02 MEASUREMEN, AND PAYMENT I,ip A. Measurem lir t for concrete driveways is on squareii lyard basis and includes removal of existing driveway, driveway curbs, select fill subgrade and reinforcement dowels. I! B Payment includes all labor and materials required for installation of concrete driveways,(joints and curing material. No payment will be made for work in areas where driv, "way has been removed for contractor's.convenience. I. C Refer to S onion 01200—Measurement and Payment Procedures. II 1.03 SUBMITTALS : ; 1 A. Make Sub' 1 ittals required by this Section under the provisions of Section 01350 — Submittals' I' 'I 1 B Submit proposed mix design and test data for each:type and strength of concrete in Work. Include proportions and actual compressive strength obtained from design mixes at required test ages. ! C Submit product data for joint sealing compound land proposed sealing equipment for approval. 1, D Submit samples of dowel cup, metal supportsA and deformed metal strip for approval. I ; j 1� 2.0 PRODUCTS; L Il'i it 2.01 MATERIALS I '' Ii A. Concrete onform to material and proportion requirements for concrete of Section 02751 - Co crete Paving. ;I B Reinforcin Steel. Conform to material requirements for reinforcing steel of Section 021'51 - Concrete Paving. Use No 4 reinforcing bars. IIIEEE I. C Subgrade aterials Conform to subgrade material requirements of Section 02335 - Subgrade P I.,I H. D Joints C'onform to concrete joint requirement ; of Section 02751 - Concrete Paving. ,' Ji ;I:! I 'II I, if ii 5/2013 I,, 02775-2 of 8 CITY OF PEARLAND CONCRETE DRIVEWAYS 3.0 EXECUTION 3.01 EXAMINATION A. Verify compacted subgrade is ready to support imposed loads and meets compaction requirements. B Verify lines and grades are correct. 3.02 PREPARATION A. When removing existing concrete, all sawcuts shall be full depth unless otherwise approved by City B Properly prepare, shape and compact each section of subgrade before placing forms,reinforcing steel or concrete. C Excavate subgrade 6 inches beyond outside lines of driveway Shape to line, grade and cross section. Place compacted select fill as needed to bring grade up Select fill shall be compacted to minimum of 95% maximum dry density at optimal or above optimal moisture content as per ASTM D698 Stabilize top 8" of subgrade with lime in accordance with Section 02335 - Subgrade. Compact subgrade to minimum of 90 percent maximum dry density at optimum to 3 percent above optimum moisture content, as determined by ASTM D 698 No separate pay for this requirement. This work shall be subsidiary to driveway square yard unit pricing. 3.03 FORMS A. Side Forms Use clean forms of approved shape and section. Preferred depth of form shall be equal to required edge thickness of pavement. Forms with depths greater or less than required edge thickness of pavement will be permitted, provided difference between form depth and edge thickness if not greater than 1 inch, and further provided that forms of depth less than pavement edge are brought to required edge thickness by securely attaching wood or metal strips to bottom of form, or by grouting under form. Bottom flange of form shall be same size as thickness of pavement. Aluminum forms are not allowed. All forms shall be approved by the Engineer Length of form sections shall be not less than 10 feet and each section shall provide for staking in position with not less than 3 pins. Flexible or curved forms of wood or metal of proper radius shall be used for curves of 200 foot radius or less. Forms shall have ample strength and shall be provided with adequate devices for secure setting so that when in-place they will withstand, without visible springing or settlement, impact and vibration of finishing machine. In no case shall base width be less than 8 inches for form 8 inches or more in height. Forms shall be free from warp, bends or kinks and shall be sufficiently true to provide reasonable straight edge on concrete. Top of each form section, when tested with straight edge, shall conform to requirements specified for surface of completed pavement. Provide sufficient forms for satisfactory placement of 5/2013 02775-3 of 8 CITY OF PEARLAND I �d; CONCRETE DRIVEWAYS I concrete For short radius curves, forms less than,,10 feet in length or curved forms may be us&l. For curb returns at street interseetio'ns and driveways, wood forms of good grad and quality may be used.IP 1 1. B Form Setting: i1 Re forms directly on subgrade. Do not shim with pebbles or dirt. Acurately set forms to required grade and alignment and, during entire opation of placing, compacting and fmshing of concrete, do not deviate fro l' this grade and alignment more than 11/8 inch in 10 feet of length. Do in not i remove forms for at least 8 hoursI.h after completion of %finishing operations. 1 1' 1 3.04 REINFORCING STEEL AND JOINT ASSEMBLIES A. Accurately)place reinforcing steel and joint ass'ernblies and position them securely Wire reinforcing bars securely together at intersections and splices. Bars and coatings s all be free of rust, dirt or other foreign;matter when concrete is placed. Place all einforcing steel and secure to chairs.; All reinforcing steel must be positively ,supported before pour begins. I' B Place pave ent joint assemblies at required locations and elevations, and rigidly secure all, parts in required positions. Install (dowel bars accurately in joint assemblies ''as shown, each parallel to pavement surface and to center line of pavement. s Rigidly secure in required position ,to prevent displacement during placing an finishing of concrete. Accurately cut header boards, joint filler and other mate', al used for forming joints to receive each dowel bar Drill dowels into existing p i�ement, secure with epoxy, and provide paving headers, as required, to provide ng,d pavement sections. 1 3.05 PLACEMENT ;�! A. Place cone fete only in rain-free days when air temperature taken in shade and away from artifi ial heat is above 35 degrees F and rising. Concrete shall not be placed when temp's rature is below 40 degrees F and falling. I ; When con,bete temperature is 85 degrees F or above, do not exceed 60 minutes between in oduction of cement to the aggregates and discharge. When the weather is such tha 1;the concrete temperature would exceed 90 degrees F, employ effective means, suc ` as pre-cooling of aggregates and mixing water, using ice or placing at night, as n cessary to maintain concrete temperature, as placed, below 90 degrees F I 1 I'I B Place cone',:ete within 60 minutes of mixing. Remove and dispose of concrete not placed wit in this period. C Concretes mp during placement shall be 2 to 4 inches. I: i. 5/2013 i '1 02775-4 of 8 V CITY OF PEARLAND CONCRETE DRIVEWAYS D Deposit concrete rapidly and continuously on subgrade or subbase in successive batches. Distribute concrete to required depth and for entire width of placement in manner that will require as little rehandling as possible. Where hand spreading is necessary, distribute concrete with shovels or by other approved methods. Use only concrete rakes in handling concrete. E. Take special care in placing and spading concrete against forms and at longitudinal and transverse joints to prevent honeycombing. Voids in edge of finished pavement will be cause for rejection. 3.06 FINISHING A. Finish concrete driveway with power-driven transverse finishing machines or by hand finishing methods. 1 Use transverse finishing machine to make at least two trips over each area. Make last trip continuous run of not less than 40 feet. After transverse screeding, use hand-operated longitudinal float to test and level surface to required grade. 2. Hand finish with mechanical strike and tamping template as wide as pavement to be finished. Shape template to pavement section. Move strike template forward in direction of placement, maintaining slight excess of material m front of cutting edge. Make at least two trips over each area. Screed pavement surface to required section. Work screed with combined transverse and longitudinal motion in direction work is progressing. Maintain screed in contact with forms. Use longitudinal float to level surface. B On narrow strips and transitions, finish concrete driveway by hand. Thoroughly work concrete around reinforcement and embedded fixtures. Strike off concrete with strike-off screed. Move strike-off screed forward with combined transverse and longitudinal motion in direction work is progressing, maintaining screed in contact with forms, and maintaining slight excess of materials in front of cutting edge. Tamp concrete with tamping template. Use longitudinal float to level surface. C While concrete is still workable, give surface final belting to produce a uniform surface of gritty texture. Perform belting with short rapid transverse strokes having sweeping longitudinal motion. 3.07 JOINTS AND JOINT SEALING A. When new work is adjacent to existing concrete, place joints at same location as existing joints in adjacent pavement. B Contractor may use sawed joints as an alternate to contraction and weakened plane joints. Circular cutter shall be capable of cutting straight line groove minimum of 5/2013 02775-5 of 8 ii CITY OF PEARLAND 11 CONCRETE DRIVEWAYS i. 1/2 inch fide. Depth shall be one quarter of pavement thickness plus 1/2 inch. Commenc j sawing as soon as concrete has hardened sufficiently to permit cutting without chipping, spoiling or tearing and prior to initiation of cracks. Once sawing has commenced, it shall be continued until completed. Make saw cut with one pass. Coriiplete sawing within 24 hours of concrete placement. Saw joints at required spacing consecutively in sequence of concrete placement. C Concrete jj', w• Provide sawing equipment adequate in power to complete sawing to required dimensions and within required time. Provide at least one standby saw in good w rkmg order Maintain an ample supplyi j of saw blades at work site at all times duri ��g sawing operations. Sawing equipment shall be on job at all times during con.I'rete placement. I 1 D Provide 3/ i1 inch expansion joints conforming to ASTM D 1751 across driveway in ii line with treet face of sidewalks, at existing concrete driveways, and along intersectio,Ils with sidewalks and other structures. Extend expansion joint material full depth IIf slab Where dowels are used, wrap or,'sleeve one end. 11, 1 E. Seal joints'only when surface and joints are dry, ambient temperature is above 50 degrees F t less than 85 degrees F, and weather is not foggy or rainy 1 F Joint seals equipment shall be in first-class work Ip, ing condition, and be approved g i hPi by the Eng veer Use concrete grooving machine or power-operated wire brush and other equipment such as plow, brooms, brushes; blowers or hydro or abrasive cleaning as',required to produce satisfactory joints.i s I: G Clean joint of loose scale, dirt, dust and curing compound. Term joint includes wide joind spaces, expansion joints, dummy groove joints or cracks, either preformed I or natural. Remove loose material;from concrete surfaces adjacent to joints. '1' I' H. Fill joints eatly with joint sealer to depth shown.;I Pour sufficient joint sealer into joints so t1 i°t, upon completion, surface of sealer within joint will be 1/4 mch below level of adjjacent surface or at elevation as directed 11 , I. Install the ',first expansion joint at Right-of-Way;,, The expansion joint shall be spaced at i I'tervals same as the width of driveway'II Expansion joint shall be placed at half oft Ile widthof the driveway if the width'of�dnveway exceeds 20' i! I II I; 3.08 CONCRETE CU° I G 'I. I 1 A. Concrete •riveway shall be cured by protecting'' it against loss of moisture for period of not less than 72 hours immediately upon completion of finishing operations. Do not use membrane curing for cons ete pavement to be overlaid by asphaltic concrete. I , B Where curt'g requires use of water, curing shall halve prior right to all water supply or supplie>1 Failure to provide sufficient cover material shall be cause for immediatel.uspension of concreting operations., j, I 5/2013 ' ; i 02775-6 of 8 I ' Il I, u CITY OF PEARLAND CONCRETE DRIVEWAYS C Cotton Mat Curing: 1 Immediately after finishing surface, and after concrete has taken its initial set, completely cover surface with cotton mats, thoroughly saturated before application, in such manner that they will contact surface of pavement equally at all points. 2. Mats shall remain on pavement for specified curing period. Keep mats saturated so that, when lightly compressed, water will drip freely from them. Keep banked earth or cotton mat covering edges saturated. D Liquid Membrand-Forming Compounds 1 Immediately after finishing surface, and after concrete has taken its initial set, apply liquid membrane-forming compound in accordance with manufacturer's instructions. 3.09 TOLERANCES A. Test entire surface before initial set and correct irregularities or undulations. Bring surface within requirements of following test and then finish. Place 10 foot straightedge parallel and longitudinal to center of driveway Correct any depressions and all high spots. 3.10 FIELD QUALITY CONTROL A. Testing will be performed under provisions of Section 01450 —Testing Laboratory Services and Section 02751 -Concrete Paving. 3.11 PAVEMENT MARKINGS A. Restore pavement markings to match those existing in accordance with City of Pearland Standard Details and the Engineer's requirements. 3.12 PROTECTION A. Barricade pavement section from use until concrete has attained minimum design strength. B On those sections of driveway to be opened to traffic, seal joints, clean pavement and place earth against pavement edges before permitting use by traffic. Such opening of driveway to traffic shall not relieve Contractor from his responsibility for Work. C Maintain concrete paving in good condition until completion of Work. 5/2013 02775-7 of 8 i CITY OF PEARLAND ,I CONCRETE DRIVEWAYS j, D Repair defects by replacing concrete to full depth land limits as directed by Project Manager eplace nonconforming work at no additional cost to City END OF SECTION I I � „ i 1. li I r it I b i II 5/2013 02775-8 of 8 CITY OF PEARLAND LANDSCAPE IRRIGATION Section 02811 LANDSCAPE IRRIGATION 1.0 GENERAL 1.01 SECTION INCLUDES A Pipe and fittings, valves, sprinkler heads, accessories. B Control system and wiring for automatic control irrigation system. C References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 02931 —Landscape and Tree Planting 4 Section 01310—Coordination and Meetings D Referenced Standards 1 American Society for Testing and Materials (ASTM) a. ASTM D 2564,"Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC)Plastic Piping Systems 1.02 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 landscape imgation 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. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit manufacturer's data and details for landscape irrigation system to include pressure ratings,rated capacities, and settings of selected models for the following: 1 General-duty valves. 2. Specialty valves. 3 Control-valve boxes. 4 Sprinklers. 5 Irrigation accessories. 6 Controllers. C Evidence of State of Texas irrigation license and required experience. 12/2014 02811 - 1 of 19 !1 11 CITY OF PEARLAND i;l 1 LANDSCAPE IRRIGATION D Shop Drawings Show imgation system piping, including plan layout, and locations, types, sizes, capacities, and flow characteristics Hof imgation system piping components.Include water meters,backflow pre,veriters,valves,piping,sprinklers and accessories11 controls,and wiring. Show areas of sprinkler spray and overspray Show wire size and number of conductors for each control cable. 1.04 DEFINITIONS 1 A Irrigation Lateral Lines Downstream from contro 1 valves to sprinklers, specialties, and drain valves. Piping is under pressure during , ow 1 l B Drain Piping: Downstream from circuit-piping dram valves. Piping is not under pressure. C Irrigation Main Piping: Downstream from point of connection to water distribution piping to, land mcludmg, control valves. Piping is under water-distribution-system pressure. 1 9 D Architect: The word Architect as used herein shalt refer to the Owner's authorized 1 II representative or the Landscape Architect or the design engineer 1.05 RECORD AND AS-BUILT DRAWINGS I, A The Contractor shall provide and keep up to date and complete"as-built"record set of drawings which shall be corrected daily and show;every change from the original drawings and specifications and the exact "as-buiilt" locations, sizes, and kinds of __ equipment This set of drawings shall be kept on the site and shall be used only as a record set. � li 1 4ieets B These drangs shall also serve as work progress and shall be available at all Ilitimes for inpection and shall be kept in a location dsignated by the Architect. Should 10 ,the record as-built progress sheets not be available for review or not up-to-date at the time of any inspection, it will be assumed no work has been completed and the Contractor will be assessed the cost of that site visit at the current billing rate of the Architect.No other observations shall take place prior to payment of that assessment. C The Contr tor shall make neat and legible notations on the as-built progress sheets daily as th I work proceeds, showing the work as actually installed. D Before the date of the final inspection, the Contractor shall transfer all information from the "],s-built" prints to a mylar Contractor!shall use symbols and notation consistent (with original drawings. c E The Contrator shall dimension from two(2)permanent points of reference,building corners, sidewalk, or road intersections, etc., the location of the following items II,1 Connection to existmg water lines I �' 2. Connection to existing electrical power 3 Gag valves I 4 Ro Ming of sprinkler pressure lines (dimenions max. 100' along routing) 12/2014 1 ! 02811 -2 of 19 CITY OF PEARLAND LANDSCAPE IRRIGATION 5 Sprinkler control valves 6 Routing of control wiring 7 Quick coupling valves 8 Other related equipment as directed by the Architect 9 Sleeve locations 1.06 EXPLANATION OF DRAWINGS A Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings,etc.,as may be required to meet such conditions.Drawings are generally diagrammatic and mdicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between imgation systems, planting, and architectural features. B All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. C The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed,the irrigation contractor shall assume full responsibility for any revisions necessary D No irrigation shall be required for undisturbed natural areas or undisturbed existing trees. 1.07 CONTROLLER CHARTS A As-built drawings shall be approved by the Architect before controller charts are prepared. 1 Index sheet statmg Contractor's address and telephone number, list of equipment with name and addresses of local manufacturer's representative. 2. Catalog and parts sheets on every material and equipment installed under this contract. 3 Guarantee statement. 4 Complete operating and maintenance instruction on all major equipment. 1.08 UNIFIED DEVELOPMENT CODE (UDC) REFERENCES A Except for single-family lots and developments,all required landscaping areas shall be 100%imgated by one of, or a combination of, the following methods 1 An automatic underground imgation system. 2. A drip imgation system, 3 A hose attachment within 100 feet of all plant material, provided, however, that a hose attachment within 200 feet of all plant material in non-street yards shall be sufficient 12/2014 02811 -3 of 19 i 11 i CITY OF PEARLAND 'II j; LANDSCAPE IRRIGATION B Irrigation one design-A site plan,at a readable and defined scale,shall be submitted illustrating (zones, delineating micro-imgation zones and areas utilizing imgation HI techniques; other than micro-imgation. Fifty (50) percent of the on-site green space shall be alllowed to utilize imgation techniques other than micro-irrigation.Turf areas shall be on separate imgation zones from other landscapmg plant zones.The irrigation system should be prepared by a licensed irrigator and designed to accommodate separate landscape plant zones based on differelnt watering requirements unless approved II approved the Parks Director as indicated in the UDC Section 4.2.2.5, Item 8.D 1 I 1 C Overspray I (Runoff- All imgation systems shall lie designed to avoid overspray / runoff,low head drainage, or other similar conditions where water flows onto or over adjacent pir�operty, non-irrigated areas, roadways,'I;walkways, structures, or water features. Narrow areas (four feet wide or less) shall not be irrigated unless micro- imgation isl,utihzed. 41 D Landscaping- a site plan shall be submitted identij ing all existing vegetation to be I. preserved,i�roposed turf, and other landscape areasl.1 Installed trees and plants should be groupe4 together into landscape plant zones according to water and cultural(soil, climate andllight) requirements. Plant groupings based on water requirements are as follows natural, drought tolerant, and oasis. E Turf/Turfy'ass-A maximum of fifty(50)percent of green space may be planted with turf grass configured with a permanent irrigation system.Turfgrass planted in excess of li this hmitati Ion shall not have a permanent irrigation system.Micro-imgation shall not be used on turfgrass unless approved by the Parks Director as indicated in the UDC Section 4.2.2.5, Item 8.D 1 i, 1.09 SYSTEM DESCRIPTION A Electric so Ienoid controlled underground imgation system. �! I B Source Power 120 volt 1I 1.10 QUALITY ASSUIL CE I, A Electrical .II,omponents, Devices, and Accessories: 'Listed and labeled as defined in NFPA 70, (Article 100,by a testing agency acceptable,to authorities having jurisdiction, and marked for intended use. B All imgati n systems shall be designed and sealed in accordance with the Texas Licensed i,igations Act and shall be professionally,installed. C 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 ii work. D Manufacturer's Directions Manufacturer's directions and detailed drawings shall be , followed i 'Ilan cases where the manufacturers of articles used in this contract furnish _ directions �' venng points not shown in the drawings and specifications. 12/2014 I 02811 -4 of 19 I CITY OF PEARLAND LANDSCAPE IRRIGATION E Ordinances,Codes and Regulations All local,municipal and state laws,and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications,and their provisions shall be carried out by the Contractor Anything contamed in these specifications shall not be construed to conflict with any of the above rules and regulations and requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship,or construction of a better quality,higher standard,or larger size than is required by the above rules and regulations, these specifications and drawings shall take precedence. 1.11 REGULATORY REQUIREMENTS A Conform to applicable code for piping and component requirements. 1.12 PRE-INSTALLATION CONFERENCE A Convene one week prior to commencing work of this Section. 1.13 COORDINATION A Coordinate work under provisions of Section 01310—Coordination and Meetings B Coordinate work under provisions of Section 02931 —Landscape and Tree Planting. C Coordinate the work with site landscape gradmg and delivery of plant life. 1.14 PRODUCT DELIVERY AND HANDLING A Materials shall be delivered in manufacturer's unopened packaging labeled to indicate manufacturer's name and product identification. Ensure that packaging and labeling remain intact until installation.Materials shall be stored protected from the elements, including direct sunlight. B Pipes shall be handled so as to prevent them from 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. 1.15 SUBSTITUTIONS A If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications,he may do so by providing the following information to the Owner's authorized representative for approval. 1 Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be substituted. 2 Provide descriptive catalog literature,performance charts and flow charts for each item to be substituted. 3 Provide the amount of cost savings if the substituted item is approved. 12/2014 02811 -5 of 19 CITY OF PEARLAND 1,1 j LANDSCAPE IRRIGATION 4thonzed B Owner's representative shall have the sle responsibility in accepting or rejecting any substituted item as an approved equal to those equipment and materials listed on tlile irrigation drawings and specifications, 1.16 EXTRA MATERIALS 1 A Furnish ex III a components listed as Extra Items in Section 00300—Bid Proposal. 1 Two sprinkler heads of each type and size Ir 11, 2 Two valve box keys. 3 Ts �IoI wrenches for each type head core an for removing and installing each type head. ' 1 2.0 PRODUCTS 2.01 MANUFACTURERS A In other Part 2 articles where titles below introduce i lists, the following requirements apply to product selection. 1 1 I Available Manufacturers. Subject to compliance with requirements, manufacturers offering products that maybe incorporated into the Work include,but are not limited to, manufacture;s specified. 1, 2. Manufacturers Subject to compliance with requirements, provide II products by one of the manufacturers specified. 2.02 PIPES, TUBES,IND FITTINGS A Soft Copper Tube. ASTM B 88, Type L water tube, annealed temper 1 Copper Pressure Fittings ASME B16 118, cast-copper-alloy or ASME B 16:22,wrought-copper,solder joint fittin .Furnish wrought-copper fittings if indicated. 1111 2. Copper Unions. MSS SP-123, cast-copper-alloy,hexagonal-stock body,with bal !�and-socket, metal-to-metal seating surfaces and solder joint or threaded end I'. I I i' B Hard CoppI p r Tube. ASTM B 88, Type K, water tube, drawn temper 1 Co er Pressure Fittings ASME BI,;16 18, cast-copper-alloy or ASik4E B 16.22,wrought-copper,solder-joint oint fittmgs.Furnish wrought-copper i. fittings if indicated. II 2. Copper Unions MSS SP-123, cast-copper-alloy,hexagonal-stock body,with bal.land-socket, metal-to-metal seating surfaces and solder joint or threaded end . 11'1 C Mainline PVC pipe. 1 Pressure Main Line: 11 I' 12/2014 i 02811 -6of19 i CITY OF PEARLAND LANDSCAPE IRRIGATION a. All main line shall be schedule 40 with solvent welded joints. b Pipe shall be made from an NSF approved Type I, Grade I, PVC compound conforming to ASTM resin specification D1785 All pipe must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension(S.D.R.)(Solvent-weld pipe). 2. PVC Non-Pressure Lateral Line Piping: a. Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld joints. b Pipe shall be made from NSF approved, Type I, Grade II PVC com- pound conforming to ASTM resin specification D 1784 All pipes must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio 3 Fittings 4"and larger shall be push-on Ductile Iron designed and manufactured using ASTM A-536 Grade 70-50-05 ductile iron with tensile strength of 70,000 psi such as manufactured by Harco or approved equal. 4 Fittings 3" and smaller shall be Schedule 40, I-2, II-I NSF approved conforming to ASTM test procedure D2466 PVC solvent-weld fittings. 5 Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of Christie's Red Hot Blue Glue and Primer 6 All PVC pipe must bear the following markings. a. Manufacturer's name. b Nominal pipe size. c. Schedule or class. d. Pressure rating in P S.I. e. NSF (National Sanitation Foundation) approval. f. Date of expiration. 7 All fittings shall bear the manufacturer's name or trademark, material designation, applicable I.P S , schedule number and NSF seal of approval D Irngation Lateral Line pipe 1 Pipes 1/2 inch diameter and larger ASTM D 2231, PVC, 1120 or 1220, SDR 21 0, 200 PSI 2. Pipes 1/4 inch diameter ASTM D 2241, PVC, 1120 or 1220, SDR 13.5, 315 PSI E Fittings for Threaded Joints 1 ASTM D 2466, PVC, Schedule 80 F Length of pipes used 1 Use of pipe less than five(5)feet in length is prohibited unless otherwise noted on the plans. G No use of small scrap material to extend water lines 2.03 GENERAL DUTY VALVES A Gate valves 4" and smaller shall be MSS SP-80, Class 125, Type 1, nonrising-stem, bronze body with solid wedge, threaded ends, and malleable-iron hand wheel. 12/2014 02811 -7of19 1 CITY OF PEARLAND II, ', LANDSCAPE IRRIGATION i ii II' 1 B Gate valvels,,3"and smaller shall be similar to those manufactured by Nibco,Hammond or approved equal C All gate valves shall be installed per installation detail. I' D Install six 16) inches of pee gravel into bottom of all valve boxes. I E Gate valvej�° 6 inch and larger shall be cast or ductile iron. They shall conform to Hi AWWA C�ii509 Stem shall be fitted with a 2" x21 square wrench nut and shall be opened counter-clockwise. Stem extension shall be added to bnng operating nut to within 2 (two) feet of finished grade. 2.04 REMOTE CON ROL VALVES II, 11. A Plastic Aut p matic Control Valves Molded-plastic body,normally closed,diaphragm type with lanual flow adjustment, and operated b3 24-V ac solenoid. 1 All electric control valves shall be of the same manufacturer 2 All lelectric control valves shall have a ma nal flow adjustment and pressure regulating module I 3 Provide and install one control valve box for each electric control valve. ii 4 Electnc remote control valve shall be Hunter ICV Series. 5 Insl 11 six (6) inches of pea gravel into bottom of all valve boxes. B Automatic .1 Drain Valves I' 1 Spring-loaded-ball type of construction an&idesigned to open for drainage if line pressure drops below 2Y2 to 3 psi. 1 C Quick-Couiilers 1 Factory-fabricated,bronze or brass,two-piece assembly Include coupler water- seal ;valve; removable upper body with spring-loaded or weighted, rubber- covered cap,hose swivel with ASME B 1.20.7,3/4-11.5NH threads for garden hose on outlet; and operating key a. I Manufacturers 11 j i. Hunter 2. All quick couplers shall be installed using "O"-nng style swing joint and located m 10" round valve box with purple lids. j D Remote Control-Valve Boxes i, 1 Boxj and cover, with open bottom and openings for piping; designed for instl�lhng flush with, grade. Include size as required for valves and service. 2. Valve boxes shall be heavy duty plastic 17'inch by 11-3/4 inch by 12 inch depltllh,black with black cover 3 Va1 e box shall be Series 1419, non-hinged, non-bolt cover, by Carson Industries, Inc., or approved equal. a. 1 Manufacturers i. Carson Industries, LLC I ii. Christy Concrete Products, Inc. , E Gate Valve and Control Wire Splice Boxes I 12/2014 1 1 1 i I 02811 -8 of 19 I CITY OF PEARLAND LANDSCAPE IRRIGATION 1 Gate valves and 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. F Drainage Backfill 1 Cleaned gravel or crushed stone, graded from 3/8 inch minimum to 1 inch maximum. 2.05 SPRINKLERS A Brass or plastic housing and corrosion-resistant interior parts designed for uniform coverage over entire spray area indicated,at available water pressure.Manufacturers Hunter Industries. B Flush, Surface Sprinklers or VANs (Variable Angle Nozzle) Fixed pattern, with screw-type flow adjustment. C Bubblers Fixed pattern, with screw-type flow adjustment. D Shrubbery Sprinklers. Fixed pattern, with screw-type flow adjustment. E Pop-up, Spray Sprinklers Fixed pattern, with screw-type flow adjustment and stainless-steel retraction spring. F Pop-up, Rotary, Spray Sprinklers. Gear drive, full-circle and adjustable part- circle types. G Pop-up, Rotary, Impact Sprinklers. Impact drive, full-circle and part-circle types. H Aboveground, Rotary, Impact Sprinklers. Impact drive, full-circle and part- circle types. I Matched precipitation rates - Sprays and rotors shall have matching application rates within each irrigation zone. J MP Rotators. wind resistant multi stream nozzle 2.06 CONTROLLERS A The ACC controller shall be capable of two-wire decoder control of up to 99 stations via a plug-in decoder output module. The decoder output module shall be field- installable without tools.The decoder output module shall have an intrinsic capability of up to 99 stations, and shall occupy 3 modular expansion slots inside the ACC controller cabinet. B The decoder output module shall have 6 two-wire output paths to the field. The decoders may be wired in sequence over any combination of the two-wire paths, including all 99 on a single two-wire path.Each path may extend up to 10,000 ft.to the end of the wire run over 14 AWG(1.5mm dia.)wire,or 15,000 ft. over 12 AWG(2mm dia.) 12/2014 02811 -9 of 19 II CITY OF PEARLAND III ..; LANDSCAPE IRRIGATION l' PI pair; C The wire aths shall be twisted solid-core, co or-coded red/blue pairs with each conductor in a polyethylene jacket suitable for direct burial. The two-wire paths shall be Hunter IiIN.ndustries Model IDWIRE I for 14 AWG (1.5mm) conductors, or Model IDWIRE2 for 12 AWG (2mm) conductors for extended range (over 10,000 ft.,up to 15,000 ft.)'1,1'; ' D All connecil ions in the two-wire paths(outside the controller enclosure)shall be made with 3M D;BR-6 waterproof,strain relieving direct iiurial connectors,or exact equals. Decoder output to solenoid connections shall be made with 3M DBY waterproof, strain-relieving connectors or exact equals.No substitution of wire or wire connection specifications is permissible. All connections,tees,Viand splices shall be positioned in valve box Isi in valve boxes for future location and service. E One Decoder per valve, installed in the valve box is required unless otherwise approved. F The installer shall provide adequate earth ground(not to exceed I 0 Ohms)and connect it to one athe decoder ground leads every 750 f 11; or every 10th decoder module, whichever is shorter Also install on each dead en of the wire path. 1 G The ICD delcoders and Sensor Decoders shall be. I and c-UL listed, and shall be CE and C-tickproved. H Final location of automatic controllers shall be approved by the Owner's authorized _ representati I e. j' I Unless,othe'rwise noted on the plans, the 120 volt,electrical power to the automatic controller ration cation to be furnished by others. The final electric hook-up shall be the responsibility of the Irrigation Contractor I J If two wire systems are not fitting to the system needed, another Hunter Controller with conventional wiring will be used. K Controllers;will be capable of communicating with offsite Hunter software, unless otherwise approved by owner L Control E Iuipment - Irrigation control equipment shall include and automatic irrigation c��ntroller with the following features, program flexibility such as repeat cycles and multiple program capabilities, battery back-up to retain the irrigation programs, and a rain sensor device. I, 2.07 WIRING I A Wiring: AWG-ULUF 600 volt with solid-copper ,conductors and insulated cable, suitable foil direct burial. I1 Manufacturers , It II 12/2014 I 02811 - 10 of 19 i II CITY OF PEARLAND LANDSCAPE IRRIGATION a. Paige Cable b Regency Wire and Cable c Approved equal B Feeder-Circuit Cables No 12 AWG minimum,between building and controllers and runs over 1,000 LF Low-Voltage, Branch-Circuit Cables No 14 AWG minimum, between controllers and automatic control valves, color coded different from feeder- circuit-cable jacket color;with j ackets of different colors for multiple-cable installation in same trench. C Install 3 spare wires from each controller to farthest valve in each direction. D Where more than one(1)wire is placed in a trench,the wiring shall be taped together at intervals of ten(10) feet. E An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. F Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. G All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, DBY (Direct Bury) Splice by 3M or approved equal. Use one splice per connector sealmg pack. H Field splices between the automatic controller and electrical control valves, less than 500' apart, will not be allowed without prior approval of the Architect. I All field splices shall be installed in a 10"round valve box as specified in section 2.04 2.08 BACKFLOW PREVENTERS A Backflow Preventers shall be bronze and copper,pressure vacuum breaker assembly Febco No. 765 by Febco Sales,Inc. (CMB Industries), or approved equal. Size as per drawings. 1 Reduced Pressure Backflow• Febco No 825Y 2. Double Check Assembly Febco No 850 3 Or approved equal. 2.09 REMOTE CONTROL VALVE TIES A Remote control valve ties shall be Christy's Valve I.D tag model ID-STD-Y with wire to attach numbered tag to valve. 2.10 SOLVENT CEMENT FOR SOLVENT WELDED JOINTS 12/2014 02811 - 11 of 19 'u ' i I, CITY OF PEARLAND 'I, , LANDSCAPE IRRIGATION A CHRISTY RED HOT BLUE GLUE T Christy Enterpnses,Inc.,or approved equal. Use a com' atible pnmer recommended by the solvent cement manufacturer I 2.11 SEALANT FOR THREADED JOINTS UNDER CONSTANT PRESSURE I A RECTOR SEAL LIQUID TEFLON by Rector Seals Corp., or approved equal. 2.12 SLEEVES UNDER PAVING FOR CONTROL WIRE'AND IRRIGATION LINES A ASTM D 2455, PVC, Schedule 40 sized as shown ion drawings. 2.13 FITTINGS FOR THREADED JOINTS I ,i A ASTM D 2466, PVC, Schedule 80 ,i'' 2.14 BACKFLOW ENCLOSURES A The backflQw enclosure shall be of a vandal and weather resistant nature manufactured entirely of formed tubing and rod,coated with a performance polymer alloy coating to prevent mj 1I The mounting base and locking mechanism shall be manufactured entirely of i I'etal or fiber glass.The locking mechanism shall be of the full release type which allo I II s for complete removal of the enclosure from its mounting base without the use of I fools. The handle controlling the locking mechanism shall be concealed within the I surface of the enclosure and provide for la padlock. B The backflow enclosure shall be Strong Box Model manufactured by V.I.T Products ' iu; Inc., 800-729-1314 No SBBC-30CR Or approved'equal. C Hot Box Enclosure—CDR Systems Corporation or,approved equal. 1 2.15 RAINFALL MONITOR 11 A Provide a Mini-Clik by Hunter Industries or approved equal. 2.16 FLOW SENSOR ' I, A Install Flow,;sensor-Hunter Flow Click , 3.0 EXECUTION 1 3.01 EXAMINATION I '! ,1I A Site Condi 'ions I ''j 1��f 1 'Ve 1i,fy location of existing utilities. 2. Ve y that required utilities are available,M P' roper location,and ready for use. 3 Ally scaled dimensions are approximate. 1' 4 Th ' Contractor shall check and verify all size dimensions and receive Are 1 itect's approval prior to proceeding with work under this section. 5 Ex�rcise extreme care in excavating and working near existing utilities. 12/2014 11,1 02811 - 12 of 19 CITY OF PEARLAND LANDSCAPE IRRIGATION 6 Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. 7 Coordinate installation of sprinkler irrigation materials including pipe,so there shall be No interference with utilities or other construction or difficulty m planting trees, shrubs, and ground covers. 8 Coordinate work with other site contractors. 9 The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 10 No machine trenching,unless approved by Architect,is to be done within drip line of trees. Trenching is done by hand,tunneling or boring or other methods shall be approved by Architect. 11 It is understood that the piping layout is diagrammatic and piping shall be routed around trees and shrubs in such manner to avoid damage to plants. 3.02 PREPARATION A Physical Layout: 1 Piping and head layout is shown on plans in schematic form only 2. All pipes to be installed directly behind curbs, walks, and walls wherever possible. 3 Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads. 4 All layouts shall be approved by Architect prior to installation. 5 Route pipes to avoid plants, ground cover and structures. 6 Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. B Water Supply 1 Sprinkler Irrigation system shall be connected to water supply pomts-of- connection as indicated on the drawings. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions. 3 Reclaimed systems utilizing purple pipe may be requested by owner In the event of the installation of a reclaimed system.All components will utilize the same previously described manufacturer to provide`purple pipe'components. 4 All Reclaimed/Purple Pipe systems will conform to 30 TAC §344 1 3.03 TRENCHING A Refer to Section 02318 — Excavation and Backfill for Utilities for excavating, trenching, and backfilhng. 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 6" from edge of concrete walls. 12/2014 02811 - 13 of 19 i CITY OF PEARLAND , LANDSCAPE IRRIGATION C Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. 11/' , D Drain Pockets Excavate to sizes indicated. Backfill with cleaned gravel or crushed stone,,graded from 3/4 to 3, to 12 inches below grade. Cover gravel or crushed stone with sheet'of asphalt-saturated felt and backfill remainder with excavated material. E Provide minimum cover over top of underground piping according to the following: 1 Irrigation Main Pipmg: Minimum depth of'18 inches below finished grade. 2. Circuit Piping: 12 inches. III 3 Dram Piping: 12 inches. c 4 Sleleves 24 inches. F Backfill I ' I 1 The,trenches shall not be backfilled until all required tests are performed, or until cover up is approved by the owner II 2. Trenches shall be carefully back-filled with';the excavated materials approved for backfillmg, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas,to a dry density equal to adjacent undisturbed soil in planting area. ,' 3 Ba III' will conform to adjacent grades without dips,sunken areas,humps or othI Ir surface irregularities. I,II 4 A nand material backfill will be initially placed on all lines (minimum 3" depth) No foreign matter larger than one-half(1/2) inch m size will be per- mmitII 1ed in the initial backfill. 1' 5 Where rock is encountered in trenching, 4"�of sand above the pipe and 4" of sand below the pipe will be used as the initial backfill. 6 Flopoding of trenches will be permitted only with approval of Architect. 7 If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor ',shall make all required adjustments without,cost to the Owner 8 'Trench shall be excavated to accommodatelgrade changes. 9 Trench shall not be left open overnight unlesi caution taped or fenced off 10 'Ex sting Lawns-Where trenching is required across existing lawns,(or in the eveIIt of changes or repairs after new lawn has been established),uniformly cut strips of sod 6 inches wider than trench. Remove sod in rolls of suitable size for handling and keep moistened until replanted. 11 Baekfill trench to within 6 inches of finished grade and compact. III 12. Continue fill with acceptable topsoil and (compact to bring sod even with exatmg lawn. 1,1,' 13 Relant sod within 2 days after removal,roll,;and water generously;unless new sod for hydro mulch is to be installed. 14 All sod areas not m healthy condition equall;to adjoining lawns 30 days after replanting shall be re-sodded and restored to r original condition. 3.04 INSTALLATION 1 12/2014 02811 - 14 of 19 I , CITY OF PEARLAND LANDSCAPE IRRIGATION A 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. Coordinate pipe installation with conduit installation. 3 PVC pipe Assembly a. Cut PVC pipe square and de-burr b Clean pipe and fittings using primer as recommended by the PVC pipe manufacturer Use tinted primer to aid in visual inspection and blue glue. c. Apply a thin even flow coat of PVC solvent cement to inside of the fitting and pipe mating surface. d. Cure joints as recommended by the manufacturer and keep pipe and fitting out of service during curing period. e. Construct watertight joints equal or greater in strength than the pipe. Do not tap pipe at fittings. f. Install plastic pipe in dry weather, when temperature is above 40 degrees F and in accordance with manufacturer's written instructions. g. Allow joints to cure at least 24 hours at temperature above 40 degrees F before testing. h. Plastic pipe shall be snaked in the trenches in a manner to provide for expansion and contraction as recommended by pipe manufacturer i. Extend primer 1/2" beyond glue joint for visual inspection. Ensure that the pipe is not laid on top of fittings and put under stress in any way prior to cover-up B Sleeves under Paving 1 The majority of sleeves under paving exist 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. 2. Sleeves shall be marked on the concrete with 1/4"deep "V" cut into curb C Concrete Thrust Blocks 1 Install where the rubber-gasketed irrigation main changes direction as at ells and tees and where the rubber-gasketed main terminates. 2. Pressure tests shall not be made for a period of 36 to 48 hours following the completion of pouring of the blocks. 3 Blocks for these mains shall be sized and placed in strict accordance with the pipe manufacturer's specifications and shall be of an adequate size and so placed as to take all thrust created by the maximum internal water pressure. 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. 12/2014 02811 - 15 of 19 i CITY OF PEARLAND 1 LANDSCAPE IRRIGATION I 3 Lo 'ate part-circle heads to maintain a(minimum distance of 4, 12, 24, 48 ing es from walls and inches from other boundaries, unless otherwise ind sated. I 4 Check for uniformity of coverage and pattern correctness. Adjust for 100% coverage where required. 5 Install nozzles with water running at reduced pressure starting with the head clos`est to the valve. 'Ii. I', 6 Ad dust arcs and radius at normal operating pressure. 7 En ure heads do not spray into areas not intended to receive water Example str,ets and sidewalks. 8 Install heads at minimum of six (6) inches from back of curb 9 Sp emg - Sprinkler spacing shall not ,exceed 55 percent of the sprinkler dial', eter of coverage. 10 Se arate spray and rotors - Sprays and rotors shall not be combined on the sa le control valve circuit I E Drip Tubi g I�,; 1 Tu ping installed inplanting beds is to bel� placed at spacing indicated on drat mgs in shallow trench and covered with planting backfill mix 1"-2" deep an ;then covered with mulch. 2. Tu ding is to be placed after bed preparation''is complete and plant material is Ipla ted and root ball anchor is installed. (III, 3 Dri'li tubing is to be placed on top of root(balls of trees in planting beds to all w for even watering of trees. I 4 All tubing is to be reviewed by Owner's Representative prior to burying. F Electric Re,t' ote Control Valves III'l 1 Adj st automatic control valves to provide flow rate at rated operating pressure req°fired for each imgation section. 2. Ins fall valves in valve boxes,arranged for easy adjustment and removal.Locate vales to ensure ease of access for maintenance such that no physical inter ference with other elements of the project exists. 3 Re!!'ote Control Valve Tags to be used in Section 2.09 4 'On" Remote Control Valve Tag shall be attached to stem of each electric re ote control valve Tags shall be numbered sequentially Numbers shall lco espond to station numbers in electric controller Provide tags and 'co responding numbers for wires pulled for.future valves. 5 Va. 1 e Boxes - Install valve boxes to cover electric remote control valves. Inst 11 one valve per valve box. Top of valve box shall be flush with finished ,gral;e. Bury minimum 4 bricks under base of each box as support. 6 'Co Itrol Wire Splice Boxes-Install control wire splice box to cover any splice in ontrol wire. Top of valve box shall be';I;flush with finished grade. Bury mi `imum 4 bricks under base of each box as support.Install control wire splice box to cover wires pulled for future valves. ';! I G Gravel Bac 'fill II 1 1Ba i''fill valve boxes and control wire splice boxes with gravel, minimum 6 me I'depth. l I q, 12/2014 'ill, 02811 - 16of19 III dil CITY OF PEARLAND LANDSCAPE IRRIGATION H Electric Controller 1 Controllers shall be fully grounded. 2. Connect remote control valves to controller in clockwise sequence to correspond with stations 1, 2, 3, successively 3 Affix a non-fading copy of irrigation diagram to cabinet door below controller's name.Irngation diagram shall be sealed between two plastic sheets, 20 mils. Minimum thickness. Irrigation diagram shall show clearly all valves operated by the controller, showing station number, valve size, and type of planting irrigated. 4 Provide lockable cabinet.Provide two keys to Owner Keys to be matched with existing controller key locking mechanisms. 5 Power to Controller&Locations Locations shown on plan for controllers is approximate. Final location shall be determined on site by Owner 6 Contractor shall supply 120 VAC to controller from adjacent existing power sources. Follow local governing codes in electrical work. 7 Lightning Protection and Grounding: Provide full grounding and lightning protection per system manufacturer's recommendations. 8 Wall mounted controllers, electrical meters and breaker boxes shall be mounted on I-beam structures. Irrigation Control Wires 1 Provide 24 volt system for control of automatic circuit-section valves of underground imgation system.Provide unit capacity to suit number of circuits indicated. 2. Install control wires with imgation mains and laterals in common trench where possible.Lay control wires neatly together to side of pipe.Provide looped slack at valves, corners,bores 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 m control wire splice boxes. 3 Provide 12 inch long expansion loop within 3 feet of each wire connection and splice on runs of wire 100 feet or longer J 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 local Plumbing Code. 3 Insulate all above ground piping. 3.05 FIELD QUALITY CONTROL AND TESTING A General - Notify Landscape Architect 48 hours in advance when testing will be conducted. Conduct tests in presence of Landscape Architect and owner B The Parks and Recreation Department will conduct open trench inspections daily,prior to cover-up 12/2014 02811 - 17 of 19 it CITY OF PEARLAND 1;,,i LANDSCAPE IRRIGATION C Hydrostatic Test - Test imgation 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 pas i hydrostatic testing. ,1 D Shut off m 1 inline at backflow preventer during non-working hours until Contractor has demonstra filed the mainline is stable. ,, E Operation 1 Testing - Perform operational testing after hydrostatic testing is completed backfill is in place and imgation heads,are adjusted to final position. F Demonstrate to Landscape Architect that system meets coverage requirements, is as specified a Iid indicated, and that automatic control function properly G Coverage equirements are based on operation of one circuit at a time. H After com I etion of grading, sodding and rolling of grass areas, carefully adjust lawn sprinkler dads so they will be flush with finish grade. Set shrub sprinkler heads not more than 1/2 inch above top of mulch. il ci I Ensure w.1 enng does not extend into unintended areas, such as roadways and sidewalks. 1 J Field insp-cton and testing will be performed. 1 K Prior to fil ing,test system for leakage for whole system to maintain 100 psi pressure for one ho �� ii 3.06 FILLING '' A Provide 3 i ll�ch sand cover over piping.Fill trench and compact to subgrade elevation. Protect pip ng from displacement. i irl 3.07 ADJUSTING l li A Adjust co In of system to achieve time cycles required. B Change ano adjust head types for full water coverage as directed. 3.08 MAINTENANC 1 A Contractor hall correctly maintain the irrigation system during the installation process and throug Tout the landscaping maintenance service period. ,l, B Contractor shall provide "As Built" Drawings for new work, showing dimensioned location of halves,meters,backflow preventers,controllers,and mainline. Contractor shall reque pit reproducible mylar from the Landscape Architect in preparation of"As Built" 1?ra ings. Contractor shall also provide a small laminated set of plans in each , irrigation controller,which is color coded for each set of heads each valve operates. - 12/2014 1'1 02811 - 18 of 19 1F CITY OF PEARLAND LANDSCAPE IRRIGATION C Maintenance and management - The landscape and irrigation system shall be maintained and managed to ensure water efficiency, and prevent wasteful practices. This should include,but not limited to resetting the automatic controller according to the season, flushing the filters; testing the rain sensor device; monitoring, adjusting, and repairing irrigation equipment such that the efficiency of the system is maintamed and utilizing turf and landscape best management practices during the maintenance period. 3.09 DEMONSTRATION A Provide system demonstration. B Instruct Owner's personnel in operation and maintenance of system, including adjustment of sprinkler heads. Use operation and maintenance material as basis for demonstration. END OF SECTION 12/2014 02811 - 19 of 19 CITY OF PEARLAND SODDING Section 02922 SODDING 1.0 GENERAL 1.01 SECTION INCLUDES A Sodding areas of residential lawns disturbed during construction and not paved or designated to be paved, or as indicated on Plans. B References to Technical Specifications. 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 01500—Temporary Facilities and Controls 4 Section 02910—Topsoil 5 Section 02255 —Bedding, Backfill, and Embankment Materials 6. Section 01140—Contractor's Use of Premises C Definitions. 1 Lawn- ground covered with fine textured grass kept neatly mowed. 2. Sod-blocks, squares, strips of turf grass, and adhering soil used for vegetative planting. 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for utility or paving. B If sodding 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 No payment shall be made for sodding of restoration areas disturbed by Contractor outside the limits of construction. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit material sources and product quality information in accordance with this Section. C Submit a certificate stating that fertilizer complies with these specification requirements and the requirements of the Texas Fertilizer Law 07/2006 02922- 1 of 4 CITY OF PEARLAND I SODDING 1.04 PROTECTION OF PEOPLE AND PROPERTY A Contractor) shall conduct all construction operations under this Contract in conforma ce with the practices described in Section'01500—Temporary Facilities and Controls. 2.0 PRODUCTS 2.01 MATERIALS II A Topsoil. Conform to material requirements of Section 02910—Topsoil. B Bank Sand Conform to material requirements of Section 02255—Bedding,Backfill, and Emba kment Materials. C Fertilizer IAvailable nutrient percentage by weight: 12 percent nitrogen, 4 percent phosphoric )acid, and 8 percent potash, or 15 percent nitrogen, 5 percent phosphoric acid, and 10 percent potash. D Weed and sect Treatment: Provide acceptable treatment to protect sod from weed and insect nfestation. Submit treatment method to the Engineer for approval. All insect and isease control shall be installed within guidelines set forth by the Structural Pest Control Board of the State of Texas hp E Water Pgtable, available on-site through Contractor's water trucks. Do not use private res dent's water 2.02 SOD f' A Species. Bermuda (Cynodon Dactylon), Buffalo (Buchloe Dactyloides), or St. Augustine to match existing or as directed. 11 B Contents 95 percent permanent grass suitable to climate in which it is to be placed, not more than 5 percent weeds and undesirable grasses, good texture, free from obnoxious lirasses, roots, stones and foreign materials. C Size. 12 in h wide strips,uniform in thickness(2 inch minimum with clean-cut edges. D Sod is to b supplied and maintained in a healthy condition as evidenced by the grass being a no al, green color 3.0 EXECUTIO 3.01 PREPARATION A Do not st rork until conditions are satisfactory Do not start work during inclement or impend ing inclement weather Perform Sodding only when weather and soil conditions III e deemed by Engineer to be suitable fob', proper placement. 07/2006 ,i 02922-2 of 4 CITY OF PEARLAND SODDING B After the areas to receive sod are brought to grade, rake out any foreign organic or inorganic material, including stones, hard clay lumps and other debris. C Level with Bank Sand or Topsoil, as approved by the Engineer D Loosen the subgrade by discing or by scarifying to a depth of at least 4 inches. E Place and compact topsoil in accordance with requirements of Section 02910 — Topsoil. Top soil shall be free of weeds and foreign material immediately before sodding. F Spread 2-inch (±1") layer of Bank Sand over prepared topsoil. G Prior to placing sod,rake areas smooth,free from unsightly variations,bumps,ridges, or depressions, and completely free from stones, hard clay lumps and other debris. H Apply fertilizer at a rate of 25 lbs/1000 SF Apply after raking soil surface and not more than 48 hours prior to laying sod. Mix thoroughly into upper 2 inches of soil. Lightly water to aid in dissipation of fertilizer 3.02 APPLICATION A Lay sod with closely fitted joints leaving no voids and with ends of sod strips staggered. Sod shall be laid within 24 hours of harvesting. B After sod is laid, imgate thoroughly to secure 6-inch minimum penetration into soil below sod. C Tamp and roll sod with approved equipment to eliminate minor irregularities and to form close contact with soil bed immediately after planting and watering. Submit type of tamping and rolling equipment to be used to the Engineer for approval, prior to construction. 3.03 MAINTENANCE A Maintenance Period. 1 Begin maintenance immediately after each section of grass sod is installed and continue for a 30-day period from date of Substantial Completion. 2. Re-sod unacceptable areas. 3 Water, fertilize, control disease and insect pests, mow, edge, replace unacceptable materials, and perform other procedures consistent with good horticultural practice to ensure normal, vigorous and healthy growth. All disease control shall be installed within guidelines set forth by the Structural Pest Control Board of the State of Texas. 4 Notify Engineer 10 days before end of maintenance period for inspection. B Watering: 1 Water lawn areas once a day with minimum 1/2 inch water for the first 3 weeks after area is sodded. 07/2006 02922-3 of 4 4 CITY OF PEARLAND 1 SODDING 11 2. Aker 3-week period, water twice a week with 3/4 inch of water each time unl��ss comparable amount has been provided by rain. 3 M P weekly inspections to determine moisture content of soil unless soil is in frozen condition. 4 Water in the morning to enable soil to absorb maximum amount of water with minimum evaporation. I C Mowing: I 1 Mo sod at intervals which will keep grass'height from exceeding 3-1/2 inc,Iles. 2. Set kiower blades at 2-1/2 inches. II 3 Do,1111 B of remove more than one-half of grass leaf surface. 4 So jed areas requiring mowing within 1 month after installation, shall be moved with a light-weight rotary type mowier The sod shall be mowed onl II when dry and not in a saturated or soft,lcondition. 5 Re i ove grass clippings during or immediately after mowing. � D Fertilizer ,d Pest Control. 1 Evenly spread fertilizer composite at a rate of 40 pounds per 5,000 square fee'or as recommended by manufacturer Fertilizer shall not be placed until 2 weeks after placement of sod. 2. Restore bare or thin areas by topdressing with a mix of 50 percent sharp sand and 50 percent sphagnum peat moss. 1 3 Ap mily mixture 1/4 to 1/2 inch thick. 4 Treat areas of heavy weed and insect infestation as recommended by tre Bement manufacturer 3.04 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01 �140 - Contractor's Use of Premises. 1 3.05 PROTECTION F THE WORK A Protect an I maintain sod in good condition until 30 days after Substantial Completion. B Replace sot(' damaged by Contractor's operations at no cost to Owner END OF SECTION ' it 1 07/2006 02922-4 of 4 1' 11 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING Section 02931 LANDSCAPE AND TREE PLANTING 1.0 GENERAL 1.01 SECTION INCLUDES A Furnishing all plants and trees, labor, equipment, appliances and materials for landscape and tree planting. Rough and finish grading is part of the landscape work. B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 02910—Topsoil 4 Section 02921 —Hydromulch Seeding 5 Section 01562—Waste Material Disposal 1.02 MEASUREMENT AND PAYMENT A Measurement for Landscape Planting is on a Lump Sum. B Payment for Tree Planting is on lump sum basis for each tree planted. C Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit samples of the plants and grasses to be used for approval prior to installation. Inspection will be done on the project site. C Provide materials from the same source and of the same quality and variety as those inspected and approved. D Soils and/or compost materials must be approved at their source prior to delivery 1.04 REFERENCES A ANSI Z 60 1 -Nursery Stock. B Federal Specification Q-P-166E-Peat, Moss, Peat, Humus, and Peat, Reed-Sedge. 1.05 SCHEDULE A The plant schedule gives quantities, scientific names, common names, sizes, and special remarks. 12/2014 02931 - 1 of 15 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING B The plant list conforms with Standardized Plant Names, 1942,and American Standard for Nursery Stock, 1949, revised April 14, 2014, a prepared by the American Joint Committee on Horticultural Nomenclature and the American Association of Nurserymen, Inc C In case of discrepancies between the plant list and drawings, the working drawings shall govew. 1.06 DELIVERY AN D I;STORAGE OF MATERIALS A Pack all ply nt material to provide protection against damage from wind, weather or other poss le sources. Tie plants to prevent whipping when shipment is made by truck. B When ship' ent is made by rail,pack plants and ventilate cars as required to prevent sweating. C Provide a atform from all B&B root balls over 24 inches in diameter I I D Store plan si on the site as directed. E Spray with nti-transpirant at time of delivery in warm season months. Apply at rates in accorda Ice with manufacturer's recommendations.l F Ship trees iith Certificates of Inspection as require by governing authorities. Label each tree and shrub with securely attached waterproof tag bearing legible designation of botanic l and common name. Do not remove container grown stock from containers Eefore time of planting. II G Deliver p ckaged materials in fully labeled original containers showing weight, analysis a d name of manufacturer Protect materials from deterioration during delivery, a,Id while stored at Site. H Materials 4a11 not be pruned prior to installation unless approved by the Engineer in writing. D o not bend or bind-tie trees or shrubs in such a manner as to damage bark, break branches, or destroy natural shape. Use protective covering during delivery 1.07 SUBSTITUTIO S A Substrtutio o of larger size or better grade than specified will be allowed,but with no increase in finit cost. B Substitution' of an alternate species may be accepted upon written approval from the Engineer 1 I, 1.08 ACCEPTANCE • D APPROVAL I I A There will o e no partial acceptance of grasses. 12/2014 02931 -2 of 15 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING B Upon Contractor's request,final approval will be made within 15 working days of date of notice to the Engineer if contracted work has been satisfactorily completed. C Final approval of grasses will be given when the following conditions are met: 1 There are no bare spots larger than 9 inches square. 2. The total area of bare spots does not exceed 5 percent of the entire grass area. 1.09 WARRANTY A Provide 1-year warranty on all plants and grasses. The warranty period commences after final completion. B Replace plants that fail during the warranty period according to the specifications governing the original plants. C Periodically inspect plants for proper watering and spraying, during warranty period. D Damage caused by natural hazards such as hail,high winds or storm is not covered by the warranty E Plant materials and grasses which die due to normal insects or diseases are included in the warranty F Existing in situ plant material required to be moved on the site will be protected under the warranty G Contractor shall warrant trees against defects including death,unsatisfactory growth,or loss of shape due to improper pruning,maintenance, or weather conditions,for 1 year after completion of planting. Contractor shall plumb leaning trees during warranty period. H Remove and replace trees found to be dead during warranty period. Remove and replace trees which are in doubtful condition at end of warranty period,or if approved by the Engineer, extend warranty period for such trees for a full growing season. 1.10 SOIL ANALYSIS A Submit for approval an analysis of all soils obtained from off-site sources prior to delivery B Analysis of existing soil is not required. 1.11 PLANT CERTIFICATES A Submit inspection certificates approved by the Engineer as required by law with the invoice for each shipment or order of stock: 1 Submit certificates to the Engineer for review in ample time to be reviewed and meet installation schedule 12/2014 02931 -3 of 15 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING 1.12 PROTECTION OF PERSONS AND PROPERTY f A Take all reasonable precautions to prevent injury to people and to avoid damage to existing s 'll�ctures,plants and grasses. Keep the area free of hazardous obstructions. B Construct arncades where necessary for the protection of persons and property Mark all barnca es with red and white paint and with red reflectors. Erect barricades in the following (locations. 11 1 Ar las dangerous to workmen and passersby: 2. Al Ong adjoining property that requires protelction. 3 Ac oss streets and walks that are temporarily closed or rerouted. 4 Around plants and trees to be protected. C Excavatio s larger than 1 foot deep and 1 foot wide must be covered when not attended. D Existing tr-es which may be subject to damage must be protected by fencmg or boxing. I�I E During the ycourse of planting operations, protect all installed plants and lawns from damage. i heavy equipment or materials must be moved across lawns,use planks or pontoons to protect the turf. Similarly protect walks across which heavy equipment must pass. 1.13 DEFINITIONS 1 A In situ refe It to any soil which is existing and in place on the project site at the time landscape ork commences. f B Establish ent period refers to a period of 45 days after installation during which time 5 percent o the construction costs will be withheldll' 1.14 QUALITY ASS RANCE A Landscape shall be a firm specializing in landscape and planting work. C B Do not m.ke substitutions of approved trees unless approved in writing by the Engineer 11If specified planting material is not obtainable, submit proof of non- availabih together with proposal for use of equivalent material. Substitutions of larger size or better grade than specified will be allowed,but with no increase in unit price. 2.0 PRODUCTS 2.01 TOPSOIL A Topsoil. •onform to requirements of Section 02910 -Topsoil. B Peat moss, bark, and fertilizer Use material i recommended by nursery for establishm,ipt of healthy stock after replanting. Moss shall conform to requirements of - Federal Sp ilLification Q-P-166E. 12/2014 02931 -4 of 15 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING 2.02 FERTILIZER A Provide an inorganic commercial fertilizer which is uniform in composition, dry and free flowing, in original unopened contamers, each bearmg the manufacturer's guaranteed analysis. Caked, damaged or otherwise unsuitable fertilizer will not be accepted. 1 For lawns 12-24-12. 2. For ground cover areas,shrub beds and tree holes 20-10-5(Except for Genus Pyrus (Pear). 2.03 ADDITIVES A Adjustment of pH. For topsoil to attain the specified pH level, furnish raw, ground agricultural limestone containing not less than 85 percent calcium carbonate of which 50 percent will pass through a 100-mesh sieve and 90 percent through a 70-mesh sieve. Wait 2 months after planting before application of fertilizer 1 following table is a guideline to establish the pounds of limestone needed per 1000 square feet of turf: LIMESTONE NEEDED PER 1000 SQUARE FEET SOIL PH SANDS,LOAMY SANDS SANDY LOAM CLAY LOAM,CLAY >6 0 0 0 0 51 - 60 50 75 100 <5 0 100 125 175 B Humus. Provide a rich humus material free of sticks, stones, weedy roots, or other foreign matter Humus must have ample water holding capacity and plant food retention. Use a humus with a dark brown to black color C Dressing Mulch. Provide pine or redwood bark that is evenly shredded,consisting of 90 percent organic matter, brown in color, and free of harmful minerals. Maximum particle size not to exceed 3 inches in diameter D Sharp Sand. Obtain clean sharp sand of hard durable grains, free from dirt, organic matter or other impurities. Use sand with a grade between 0 05 mm and 2 mm. E Concrete Gravel. Provide clean, crushed stone consisting of hard, durable,uncoated particles free from injurious amounts of soft friable, thin or laminated pieces. Use gravel which conforms to ASTM C 33 The sieve size will be 3/4 inch, 90 to 100 percent passing. 2.04 CONSTRUCTION MATERIALS A Root Ball Anchors. 1 Duck bills will be used to secure the root ball anchors. B Edging: 12/2014 02931 -5 of 15 I, CITY OF PEARLAND 1 LANDS APE AND TREE PLANTING i 1 Provide 1/2-inch x 4 inches, Cypress or Treated Lumber headerboard. 2 Prol�llf'ide 1 inch x 2 inches x 12 inches, Cypress or Treated Lumber stakes. I. C Cloth for Balling Trees. Use burlap of jute weighing at least 7.2 ounces per square yard. Sec Ire balled plants with 2-ply twine made Bute D Paper for Idle rapping Trees. Use first quality, 4-inh-wide bituminous impregnated III tape, co gated or crepe paper, specifically manufactured for tree wrapping and having qu lities to resist insect infestation. E Matenals for Flagging Trees 1 Mark guyed trees with surveyors white plastic tape. 2. Us d surveyors plastic tape for marking as follows. a. Red to be removed. b Yellow to be transplanted. c. Green to remain. d. Blue to identify special handling. F Labels. Le.ibly label plants with durable labels tha i'identify the plant by scientific and common n.me. Use waterproof ink. 111 G Tree Seal. 11 11 pruning cuts,bruises,or scars over 3/4 inch in diameter on trees will be treated wit 11.a commercial tree wound dressing. H Polyethylene. Use virgin base,resin blended polyethylene sheeting with carbon black concentrate of 2.5 percent. I 2.05 SPRAYS A Sterihzatio . 1 Us';I approved solution of Dyclomec 4G, or 'equal, for areas to be planted. 2 Us 'I F 11 Pramitol, or equal, for areas to be paved. B Herbicides', 1 Usell an approved systemic non-selective,post emergent herbicide on specified are Is to kill all vegetation. 2. Us"I Confront, or equal, for general control of broadleaf weeds in lawns. 3 Us Preemerg, Eptam,Dryclomec, or equal for ground cover 4 Us an approved pre-emergent to control seed germination in specified areas. il ,I I C Antitransp rant: 1 Us II(approved antitranspirant for all plant matenal that is stored and/or heeled- in n the site. 2 Use's approved antitranspirant on all planted trees and shrubs. II D Root Stim �1ant. Use approved root stimulant on all newly planted trees,shrubs,vines , and/or gro ��' d cover areas. 12/2014 1 02931 -6 of 15 i 1 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING 2.06 PLANT CHARACTERISTICS A Provide plants which are true to type and name, and typical of their species or variety Plants must have a normal, well-developed branch structure, with a vigorous root system, and must be generally sound and healthy Use plants which are free from defects, including: 1 Disfiguring knots. 2. Sun scald. 3 Injuries. 4 Bark abrasions. 5 Plant diseases. 6 Insect eggs. 7 Borers. 8 Infestations. B Select well-formed plants balanced between height and spread typical of the species or variety with branches in normal position. Heading back plants to meet size limits will not be permitted. C Unless otherwise specified, all plants will be nursery grown and at least twice transplanted. Use plants which have been growing under similar climatic conditions to those of the project for at least 2 years prior to the date of the contract. Recently stepped-up plants will not be acceptable All B&B or bare root plants must be freshly dug; heeled-in or cold storage plants will not be accepted. D Balled,bare root, and container-grown plants will conform to the definitions given in American Standards for Nursery Stock. E No tree will be accepted which has had leaders cut or damaged, or which has a thin, weak trunk and/or poorly formed tops. F Regardless of sample selection, a plant may be rejected at the site by the Engineer 2.07 NURSERY STOCK A Deciduous Trees. Provide trees which are straight and symmetrical and have a persistently preferred main leader The crown must be in good overall proportion to the entire height of the tree. Where a clump is specified,a plant having a minimum of three stems originating from a common base at the ground line will be furnish. Measure trees by average caliper of trunk. 1 For trees up to 4 inches in diameter,measure caliper 6 inches above ground. 2. For trunks larger than 4 inches,measure caliper 12 inches above ground. B Evergreen Trees. Form of the top will be typical of the species and not unnaturally sheared or color-treated. Measure by average caliper Caliper will be taken 6 inches above the ground on trees up to 4 inches in diameter and 12 inches above the ground on trees larger than 4 inches. 12/2014 02931 -7 of 15 , I� CITY OF PEARLAND ; LANDS !;TAPE AND TREE PLANTING C Vines and (Ground Cover Provide plants which are container-grown for sufficient lo time to en lure adequate root growth to hold the so 1 in place and retain the original shape whe removed from the container t 2.08 FIELD-COLLE I I ED PLANTS A Field-collected plants must be grown in favorable locations that ensure fibrous roots and vigoro lilts growth. Such plants will be selected on site by the Landscape architect. B Provide ba ills at least 1/3 greater in diameter than those specified for nursery stock. C If dug in d rmant season and bare root is acceptable, the spread of roots must be at least 1/3 greater than the spread of roots for bare root nursery stock. 2.09 SEED A Seasonal L imitations 1 1 Be a uda. a. 1 Hulled seeds may be planted between October and March. b I Unhulled seeds may be planted between April and September 2. Ry.„ a. I Plant between October and February. B Bermuda. Provide common Bermuda seed that 91'extra-fancy, treated, lawn type. li Deliver in anginal,unopened container showing weight,analysis,name of vendor and i. germinatio$ test results. Wet,moldy,or otherwiseamaged seed will not be accepted. - C Rye. Deli annual Winter Rye seed in original unopened containers. Seed must be fresh, cle. ('Ili and mixed in labeled proportions. A Itested, minimum percentages of impurities ';Ind germination must be labeled. 2.10 HYDROMULC A Provide hyo omulch seeding as noted in Section 02921 —Hydromulch Seeding. 2.11 GRASS I A Obtain ce lriifled sod from an approved source. i B Provide m.aerial which is true to type and name,and lis typical of the species or variety I, C Delivery. 0 II 1 Ide tify and tag sods with correct scientific and common name for each It spe,ies. 2 Dol Illnot deliver more sods than can be planted within 8 hours. 3 Traoisport and deliver sods in/on pallets. lr 4 Protect sods against dehydration, overheating or contamination during tra'Isportation and delivery , 12/2014 1 02931 -8 of 15 1 I1 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING 5 Cover unplanted sods with moistened burlap to prevent dehydration or overheating while awaiting installation. 6 Sods must be harvested within 12 hours of planting and arrive at the project site in a moist condition. D Products. 1 Material to be uniform in color, leaf texture and density 2. Material to be graded No 1, or better 3 Uniform mowed height at time of harvesting material. 1-1/2 inches. 4 Inspected and certified free of diseases,nematodes,and undesirable insects by authorized representative of State Department of Agriculture. 5 Material will not be acceptable if it contains any quack grass, Johnson grass, poison ivy,nut grass, thistle, common bent grass,wild garlic,morning glory, perennial sorrell, or brome grass. 6 Turf will be considered weed free when found to contain less than 1 percent of dandelion,jimson weed,mustard, chickweed, per 100 square feet. 2.12 TREES A Provide container grown trees which are straight and symmetrical and have a persistently preferred main leader The crown shall be in good overall proportion to the entire height of tree with branching configuration as recommended by ANSI Z60 1 for type and species specified. Where a clump is specified,a plant having a minimum of three stems originating from a common base at the ground line shall be furnished. Measure trees by average caliper of trunk as follows 1 For trunks up to 4 inches or less in diameter,measure caliper 6 inches above top of root ball. 2 For trunks more than 4 inches, measure caliper 12 inches above top of root ball. 3 Caliper measurements shall be by diameter tape measure. Indicated calipers on plans are minimum. Averaging of plant calibers will not be allowed. B Trees shall conform to following requirements 1 Healthy,vigorous stock, grown in a recognized nursery 2. Free of disease, insects, eggs, larvae; and free of defects such as knots, sun- scald, injuries, abrasions, disfigurement, or borers and infestations. 2.13 WATER A Water shall be potable from municipal water supplies. 2.14 SOURCE QUALITY CONTROL A Notify Engineer, prior to installation, of location where trees that have been selected for planting may be inspected. Plant material will be inspected for compliance with following requirements. 1 Genus, species,variety, size and quality 2. Size and condition of balls and root systems, insects, injuries and latent defects. 12/2014 02931 -9 of 15 1. 11 i CITY OF PEARLAND LANDSCAPE AND TREE PLANTING 2.15 WORK CONDITIONS j A Site Availaliility Begin no landscape work where conflicting site work is incomplete or as otherwise directed by the Engineer B Weather Res trictions. Stop all work during inclement weather such as drought,high winds, excessive ram, extreme heat, cold, or freeze. Obtain authorization before resuming Mork. 2.16 PLANTING PROCEDURES A Temporary1iNursery A temporary nursery may be fused to store plants, but no more than 5 days1 before planting. Keep plants well watered and protected. 1 Immediately upon delivery, heel-in balled and burlapped (B&B) plants and spray all plants with an antitranspirant. Apply spray from top to bottom. Tho;oughly cover plants,but not to the point of run-off. Spray block units and not individual plants. Use a low-pressure,foe-mist applicator Spray at rates recommended in the manufacturer's directions. Iv 2. Hanlddle all balled and burlapped plants by the ball only 3 Upon delivery, immediately heel-in bare root plants. Open bundles, separate 111 di plants, set roots in trenches, and cover with topsoil. Water plants with an approved root stimulant containing vitamin B 4 Handle container plants by the container 5 Handle ground cover plants in flats. Pack f ats tightly together and sprinkle plantsll l everyday 6 Special plants so designated must be kept in an approved enclosure or planted ; the day of delivery 7 Stoke soils and additives on approved platforms. B Digging and Handling: 1 The'actual planting operation must proceed(without delay and in a manner to avoid undue drying of the in-situ soil or roots because of exposure to air and sun!i Keep an ample supply of sawdust available to cover the roots of B&B Hi stock arriving from the storage nursery Keep the roots well covered and moist ill until the plants can be placed in the final location and permanently planted. 2 Hanidle all plant stock with care to prevent inJunes to the trunk,branches and roots. li 3 Di4are root plants when fully dormant. Keep all of the root system intact;do not;iprune the root system. However, any i ots that are broken, crushed, or bruised must be cleanly cut back to sound wood. Make the cut on an angle so that the exposed end faces downward. Seal any cut root exceeding 3/4 inch in diameter with an approved tree wound dressing. 4 Ball'ed and burlapped plants must have the rot system encased in a firm,solid ball Hof natural earth,wrapped in burlap and tightly bound. Each ball must be of sufficient size to encompass all the fibrdus feeding roots and not smaller than required byAmerican Standards for Nursery Stock. The ball must remain firm and compact throughout the planting ol��erations. 12/2014 02931 - 10 of 15 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING 3.0 EXECUTION 3.01 SITE PREPARATION A Schedule work so that planting can proceed rapidly as portions of site become available. Plant trees after final grades are established and prior to planting of lawns, unless otherwise approved by Engineer in wntmg. If planting of trees occurs after seeding work,protect lawn areas and promptly repair damage to lawns resulting from tree planting operations. B Layout individual trees at locations shown on Drawings. In case of conflicts, notify Engineer before proceeding with Work. Trees shall be staked and approved by Engineer prior to planting. C Existing Trees 1 Protection. Protect tops,trunks and roots of trees to remain on the site. Before starting work, box, fence or otherwise protect trees subject to construction damage. Remove boxing when directed. Permit no stockpiles of heavy equipment within the branch spread of trees. 2. Removal. Remove trees marked for removal. Do not remove any tree without proper authorization. Stumps within 36 inches of final grade must also be removed. 3 Pruning and Surgery. Cut and trim trees only as directed, do not cut any tree without proper authorization. Trim existing trees of dead or diseased limbs. Cut limbs close to the trunk. Cover cuts over 3/4 inch in diameter with an approved tree would dressing. D Grading Around Trees. As required, fill or grade within the branch spread of trees to remain, observing the following requirements. 1 For trenching beneath trees, tunnel under the tree roots with careful hand digging. Where possible, avoid cutting or injuring roots. 2. Do not raise or lower the grade around an existing tree in any way unless so directed. E Placing Topsoil. 1 Disk,drag,harrow,or handrake subgrade. Scarify the subgrade to a depth of 1- 1/2 inches. Before placing topsoil, rake the subsoil surface clear of stones, wood,rubbish and other debris Place no topsoil until the subgrade preparation has been approved. 2. Spread,rake, and compact topsoil to form a layer with a minimum depth of 4 inches in lawn areas and.6 inches in shrub areas. Place topsoil to conform to finished gradients as shown on the grading plan. 3 Remove spilled topsoil from curbs, gutters, and, paved areas and dispose of excess topsoil in accordance with requirements of Section 01562 — Waste Material Disposal. 12/2014 02931 - 11 of 15 1 CITY OF PEARLAND LANDSCAPE AND TREE PLANTING I I F In Situ Soil Preparation. , 1 Cropss-till in two directions all existing soil in designated areas to be planted,as follows a. i In lawn areas to a minimum depth of 6 inches. iii b ' In shrub areas to a minimum depth of 10 inches. 2. Evenly broadcast fertilizers and soil additives and thoroughly work into soil. a. `' Smooth all tilled and amended areasito establish a rough gradient. b i,, Deeply irrigate all tilled and amended areas to thoroughly wet soil particles and promote settlement. c. After a settlement penod of not less than 5 days,and before proceeding with any planting, smooth and rake) as necessary to establish finish gradient as required. 3 In all areas which have been utilized for parking, storage or construction lots and/or where heavy equipment has been used, cross-np the entire compacted areas in two directions to a depth of 10 inches before tilling and amending the soil(las specified. A heavy float or drag harrow should be used to smooth all surface areas. a. ;' Venfy location of all underground utilities before ripping. b Ripping teeth should not be set at more than 10-inch spacing. i G Fertilizer Evenly broadcast and work fertilizer into' soil at the followmg rates. 1 Law` s 1-1/2 N pounds per 1000 square feet. 2. Ground d Cover, Shrub, and Tree Areas. 1-1i2 N pounds per 1000 square feet. 41, H Additives 1 Humus. Evenly broadcast and work into in situ soil at a rate of 1 cubic yard per�200 square feet. 2 Sharp Sand. Evenly broadcast and work into in situ soil at a rate of 1 cubic yar i per 200 square feet. 3 Concrete Gravel. Utilize as a drainage course as shown on construction drATings. su 3.02 PREPARATION OF PLANTING SOIL ' A Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous Pmatenals harmful or toxic to plant groWih. B Strip and utilize 4-inch layer of top soil,placed on esplanades under Section 02921 — Hydromulc! Seeding, for planting soil mixture. 1.1I C Mix recommended soil amendments with topsoil at following rates. 1 Top soil. 50 percent. 2. Peatmoss 25 percent. 3 Well rotted Bark: 25 percent. 4 Fertilizer Rate recommended by nursery 1 D Delay mixing of fertilizer if planting will not follow placing of planting soil within 48 ii hours,unless otherwise directed. i '12/2014 02931 - 12 of 15 I�� CITY OF PEARLAND LANDSCAPE AND TREE PLANTING E Incorporate amendments into the soil as a part of the soil preparation process prior to fine grading, fertilizing,and planting. Broadcast or spread amendments evenly at the specified rate over the planting area. Thoroughly incorporate amendments into the top 3 or 4 inches of soil until amendments are pulverized and have become a homogeneous layer of topsoil ready for planting. 3.03 PLANTING A Excavate pits, beds, or trenches with vertical sides and with bottom of excavation raised a minimum of 6 inches at center for proper drainage. Provide following minimum widths 1 15-gallon containers or larger, 2 feet wider than diameter of root ball. 2. 1- and 5-gallon containers, 6 inches wider than diameter of root ball. B When conditions detrimental to plant growth are encountered, such as unsatisfactory soil, obstructions, or adverse drainage conditions, notify the Engmeer of such conditions before planting. C Deliver trees after preparations for plantmg have been completed and plant immediately If planting is delayed more than 6 hours after deliver, set trees and shrubs in shade,protect from weather and mechanical damage,and keep roots moist by covering with mulch, burlap, or other acceptable means of retaining moisture, and water as needed. D Set root ball on undisturbed soil in center of pit or trench and plumb plant. Place plants at such a level that, after settlement, a natural relationship of plant crown with ground surface will be,established. E When set,place additional backfill 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. F Dish top of backfill to allow for mulching. Mulch pits, trenches and planted areas. Provide no more than 4-inch thickness of mulch,work into top of backfill, and finish level with adjacent finish grades. Cover entire root ball. G Prune, thin out and shape trees in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed in writing, do not cut tree leaders, and remove only injured and dead branches from flowering trees. Remove and replace excessively pruned or misformed stock resulting from improper pruning. H Inspect tree trunks for injury, improper pruning and insect infestation and take corrective measures. I Anchor root ball immediately after planting. 12/2014 02931 - 13 of 15 i ! 1 1 CITY OF PEARLAND ` ' LANDSCAP E AND TREE PLANTING J Control du It caused by planting operations. Dampen surfaces as required. Comply II with pollution control regulations of governing authonties. 11 3.04 PLANTING GRASS 1 A Preparation: Prepare imported topsoil and/or in situ soil. Hand rake to remove all sticks, stones and clods larger than 1 inch. ApI ly the final grade but do not mechanically compact the soil. B Seed. 1 1 Evenly broadcast seed specified in 2.09 at the following rates a. Bermuda. 1 pound per 1000 square feet b Rye• 6 pounds per 1,000 square fee 2. Roll the entire seeded area in two directions'with a dry/weighted roller 3 Evenly top dress the entire seeded area with an approved sterilized commercial steer manure. Apply at 2 cubic feet per 1001 square feet. 4 Lightly but thoroughly sprinkle the entire seeded area with water after top dress ap lcation. 1 C Sod. 1. 1 1 Used Bermuda, Buffalo, or St. Augustine sod in accordance with 2.11A. 2. Prepare soil in accordance with 3 03 3 Apply eptam (or approved equal) to all areas to be sodded. Follow ' iu m facturer's recommended rates and apply during soil preparation period. 4 Lay(sod in a running bond pattern. Pieces,!should be consistently cut with Joins tightly butted together Water the in-place sod liberally and roll it m two 11 direction with a heavy roller Areas not level due to fluctuations in the sod depth should be covered and leveled with la 50/50 mix of sharp sand and topsoil. Fertilize in 6 weeks as directed by landscape Architect. 3.05 FIELD QUALIT' CONTROL A The Engineer may reject unsatisfactory or defective material at anytime during progress oflWork. Contractor shall remove rejected trees immediately from site and replace with;specified materials. Plant material not installed in accordance with these Specificatio s will be rejected. B An inspection to determine final acceptance will be conducted by the Engineer at the Iv end of the,12 month maintenance period. Additionallinspections will be conducted for extended warranty periods provided for in paragraph 1 07B 11 3.06 CLEANING ANDaMAINTENANCE A Contractor shall maintain trees during planting operations and for a period of 12 months after completion of planting. B Water trees to full depth a minimum of once each week, or as required to maintain a healthy vigorous growth. li I I, 12/2014 ! 02931 - 14 of 15 I I CITY OF PEARLAND LANDSCAPE AND TREE PLANTING C Prune, cultivate, and weed as required for healthy growth. Restore planting saucers. Tighten and repair rootball anchors, and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. 3.07 PROTECTION OF THE WORK A During planting work,keep pavements clean and work area in an orderly condition. B Protect planting work and materials from damage due to plantmg operations. Maintain protection during installation and maintenance period. Treat, repair, or replace damaged planting work as directed by the Engineer C Dispose of excess soil and waste in accordance with requirements of Section 01562— Waste Material Disposal.On-site burning of combustible cleared materials will not be permitted. END OF SECTION 12/2014 02931 - 15 of 15 CITY OF PEARLAND BLAST CLEANING OF PAVEMENT Section 02981 BLAST CLEANING OF PAVEMENT 1.0 GENERAL 1.01 SECTION INCLUDES A Removal of existing pavement markings. B Preparation of pavement surfaces for new pavement markings. C References to Technical Specifications. 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 1.02 MEASUREMENT AND PAYMENT A Measurement for blast cleaning of lines is on a linear foot basis for each width, measured and complete in place. B Measurement for blast cleaning of symbols and legends is on a square foot basis, measured and complete in place. C Payment includes all labor and materials required to complete blast cleaning where indicated on Plans. D Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit description and characteristics of proposed blasting medium and equipment for approval. 2.0 PRODUCTS 2.01 MATERIALS A Blasting Media.Approved quality commercial product capable of producing specified surface cleanliness without deposition of deleterious materials on cleaned pavement surface. Do not use high silica content sand that may result in high levels of free crystalline silica dust particles as a blasting agent. 2.02 EQUIPMENT A Equipment shall be power driven and of sufficient capacity to clean the pavement surface to specified cleanliness. Equipment shall utilize moisture and oil traps of 07/2006 02981 - 1 of 2 CITY OF PEARLAND BLAST'CLEANING OF PAVEMENT sufficient,capacity to remove contaminants from the air and prevent deposition of moisture,1 oil or other contaminants on the pavement surface. I ' 3.0 EXECUTION I 3.01 REMOVAL OF EXISTING MARKINGS I A Remove pavement markings where necessary to prevent driver confusion, or where indicated"on drawings. Included are areas where it will be necessary for drivers to cross existing markings which they would not no Rally cross. Remove or obliterate markings Ito'the satisfaction of the Engineer Do not damage pavement surface. 3.02 CLEANING FOR'PLACEMENT OF MARKERS A Remove old pavement markings,loose material,and other contaminants deleterious to the adheso` of new pavement markings to be placed. On Portland cement concrete pavement, Minimize over-blasting to prevent damage to pavement surface. Small particles of tightly adhering existing pavement markings may remain if complete removal will result in pavement surface damage. B Follow manufacturer's written instructions for proper cleaning of pavement surfaces to receive pavement marking. II END OF SECTION I � 1 Ii I Ii li II I � 07/2006 ;1 02981 -2 of 2