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R2022-166 2022-07-25RESOLUTION NO. R2022-166 A Resolution of the City Council of the City of Pearland, Texas, awarding a construction services contract for driveway improvements associated with the Independence Park Project (Phase 1), to Lucas Construction Company, Inc., in the amount of $126,000.00. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That competitive bids for construction services associated with Independence Park Project have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to Lucas Construction Company, Inc., in the amount of $126,000.00. Section 3. The City Manager or his designee is hereby authorized to execute a contract for construction services associated with Independence Park Project. PASSED, APPROVED and ADOPTED this the 25th day of July, A.D., 2022. ________________________________ J.KEVIN COLE MAYOR ATTEST: ________________________________ FRANCES AGUILAR, TMRC, MMC CITY SECRETARY APPROVED AS TO FORM: ________________________________ DARRIN M. COKER CITY ATTORNEY DocuSign Envelope ID: D646CE74-A352-4422-AC5F-57F9CAC60832 J ? r 4 Project Manual. for: Independence Park Phase I COP Project No P20001 .17} ARL,v ! '' Li; -tea s ' -+ `,1 ,03EORr % S T. 1 s9 ��•':: .. �� :*� BgJEpR 3••••....••* . ..�N...A„HRES 71iq II�: i�3768 .. IIN*PENSEO.4. • d Bid No.: ITB 0522-14 diyyd22 May 2022 Prepared By: City of Pearland 3519 Liberty Dr,. Pearland, TX 77581 CITY OF PEARLAND BRAZORIA COUNTY,TEXAS TABLE OF CONTENTS, Note:Standard specifications not attached herein can be found here• https.//www.pearlandtx.gov/departments/engineering-and-cap ital- projects/engineering-division/standard-construction-documents and are incorporated into this Invitation to Bid by reference as if copied verbatim. SECTION TITLE DIVISION 00—BIDDING AND CONTRACT DOCUMENTS 00100 Invitation to Bid 00200 Instructions to Bidders 00300 Bid Proposal 00500 Standard Form ofAgreement 00610 Performance Bond 00611 Payment Bond 00612 One-Year Maintenance Bond 00615 Partial Waiver ofLien 00700 General Conditions ofAgreement 00800 Special Conditions ofAgreement DIVISION 01—GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use ofPremises 01200 Measurement and Payment Procedures Change 01290 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 Mobilization 01505 Stabilized Construction Exit 01550 Traffic Control and Regulation 01555 Filter Fabric Fence 01560 Reinforced Filter Fabric Barrier 01561 Waste Material Disposal 01562 Tree and Plant Protection 01563 Control of Ground Water and Surface Water 01564 TPDES Requirements 01565 Source Controls for Erosion and Sedimentation 01566 Trench Safety System 01570 Project Identification Signs 01580 Material and Equipment 01600 Nolo- of 3 01630 Product Options and Substitutions 01720 Field Surveying 01750 Starting Systems 01760 Project Record Documents Contract 01770 Closeout DIVISION 02—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 Fire 02514 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 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 Pavement 02762 Temporary and Removable Reflectorized Pavement Marking 02770 Curb,Curb &Gutter, and Headers 02771 Concrete Sidewalks 02775 Concrete Driveways 00010-2 of 3 02811 Landscape Irrigation 02820 Wood Fences and Gates 02821 Chain Link Fences and Gates 02910 Topsoil 02921 Hydrornulch Seeding 02922 Sodding 02931 Landscape and Tree Planting 02980 Pavement Repair and Resurfacing 02981 Blast Cleaning of Pavement DIVISION 03 -CONCRETE 03300 Cast In Place Concrete 03310 Structural Concrete END OF SECTION 00010-3 of 3 CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEAItLAND,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(@,oearlandtx.gov All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, Council Chambers located at 3519 Liberty Drive, Pearland, Texas 77581 Electronic bids will be accepted until 2.30 p.m., Tuesday, June 28, 2022. 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: Independence Park Phase I City of Pearland,Texas COP PN P20001 BID NO. 0522-14 A mandatory pre-bid conference will be held at City Hall Council Chambers located at 3519 Liberty Dr,Pearland,Texas 77581 at 11:00 a.m. on Wednesday,June 15,2022. The project will entail the construction of an access road 12-feet wide that will consist of approximately 350 SY of concrete with approximately 1500 SY of asphalt. Work to be performed will include a paved access road to the park's special events stage utilizing the stabilization of the existing gravel road. 06-2019 00100-1 of3 CITY OF PEARLAND INVITATION TO BID Upon award of a contract, the successful Bidder will be required to utilize the City's web-based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to,all transmittals and material submittals,RFI's,RFC's,Change Orders, Applications for Payment and all project communications with the City,its Construction Manager and Engineer This system has certain hardware, internet access and operation requirements that form the basis for all project communications,documentation and records for the project.For more information,see INSTRUCTIONS TO BIDDERS, Section 00200 Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https.//Uearland.ionwave.net/ Login.aspx upon registration.The documents are NOT viewable without registration.These same documents may also available at the following locations. Amtek Plan Room (281)376-4577 4001 Sherwood Houston,TX 77092 The Associated General Contractors of America,Inc. (713)334-7100 2400 Augusta,Suite 350 Houston,TX 77057 Virtual Builders Exchange (832)613-0201 7035 W Tidwell Building J,Suite 112 Houston,TX 77092 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System.BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein,all references to"day(s)"shall mean calendar day(s). Bid Security and Bonds Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall be delivered to Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive,Pearland,Texas 77581 06-2019 00100-2 of 3 CITY OFPEARLAND INVITATION TO BID The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent(100%)of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of"Treasury Department Circular No, 570", naming the City of Pearland,Texas as Obligee.Additionally,the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity. All responsible bidders will receive consideration for award of contract without regard to race, color,religion,sex, or national origin. The contractor, sub-recipient, or sub-contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this agreement, which may result in the termination of this agreement or such other remedy as the recipient deems appropriate. Nondiscrimination The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat.252,42 U.S C 2000d to 2000d-4 and Title 49, Code of Federal Regulations,Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal. The Disadvantaged Business Enterprise(DBE) goal for this project is 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 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. Leslie Crittenden City Secretary, City of Pearland First Publication date June 1,2022 Second Publication date June 8,2022 06-2019 00100-3 of 3 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 (LRB) to whom the Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bid Documents" includes the Invitation to Bidders, Instructions to Bidders, the Bid Proposal, and the proposed Contract Documents(plans and specifications including all Addenda issued prior to bid opening). 1.3 The term "E-bid System"refers to the City's electronic bidding system. This is a web- based system (Ion Wave) that provides all Bid Documents electronically to interested parties (potential Bidders and forms the pathway for Bidders to submit bids in response to The Invitation to Bid. The term "e-bid" and/ or "electronic bid" means the Bidders' electronic response submitted on the electronic Bid Proposal with all required attachments to the Owner by way of the E-bid System. The terms "electronic bid" or"e-bid" are used inter-changeably to describe the above bid submittal process to submit a bid to the City in response to an Invitation to Bidders. 1 4 The term "Pro-Trak" means the City's web-based contract administration and construction records management software used by the contracting parties to administer the project. This system serves as the web accessed centralized project information hub for communications and document management, pay application processing and record retention for all project documentation. Operational instructions for accessing this system will be issued to the successful Bidder at the pre-Construction Meeting. 1.5 All other definitions set out in the Contract Documents are applicable to terms used in the Bidding Documents. 1 6 Unless otherwise expressly provided herein, all references to "day(s)" shall mean consecutive calendar day(s). 1 7 The term"Alternate(s)" or"Add Alternate(s)"as used here inter-changeably are defined as an additive work item that may be selected or rejected by the Owner based on the Owner's sole acceptance or rejection of the price proposed for this.item. Alternate bid prices shall include all labor,material, equipment and overhead costs to perform the work as specified, complete in place When selected by the Owner,the costs for an Alternate work item shall be added to the Base Bid price and made a part of the Contract price. 2. Registration for E-bid System 2.1 The Owner's E-bid System is accessible via the City's web site at https.//pearland.ionwave.net/Login.aspx. Bid documents can be viewed by simply selecting a specific project from the BID OPPORTUNITIES list and clicking on that project AFTER registration as a Supplier Interested Bidders MUST REGISTER as a"Supplier"by clicking on 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(niipearlandtx.gov 3 Copies of Bidding Documents 3 1 Complete sets of "electronic" Bidding Documents are available for download to registered Bidders at No Cost from the City's E-bid System at: https.//pearland.ionwave.net/Login.aspx.Interested Bidders must register as a"Supplier"on this site in order to receive the Bid Documents, and all Addenda or other notifications of changes, including communications from the Owner or Engineer All Bid Documents are available to download and print. 3.2 The Bidder accepts sole responsibility for ensuring that he obtains a full set of these documents by completing the registration and executing a full and complete download of the project documents.Downloading of Bid Documents automatically ensures receipt of any and all subsequent communications,addenda or additional information from the City or its Engineer 3.3 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 pricing 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 OFPEARLAND INSTRUCTIONS TO BIDDERS 4 Qualifications of Bidders 4 1 In determining to whom to award a contract, the City of Pearland may consider, in addition to the other selection criteria identified in section 16 of these Instructions to Bidders, the following Qualifications of Bidder,and each Bidder must be prepared to submit within two (2)days of Owner's request any or all of such Qualifications requested. Failure to provide this information within the specified time frame may be cause for rejection of the Bid. 1)A brief narrative of previous experience of the Bidder with projects of a similar nature and scope; specifically including a list of 5 representative projects completed by the Bidder of a similar nature and scope to the work covered by this proposed Contract. The references for the projects provided must include the cost of the project,Owner's name,Engineer or prime contact and telephone number; 2) A list, including owner name and project location, of on-going projects and contracts for construction of projects of the Bidder which are not yet substantially complete including total contract value and current percent complete by payment; 3)A list of proposed subcontractors and suppliers for the project being bid and the total value of work awarded to subcontractors as shown on the Subcontractors List Bid Form, 4)A list of names, address and telephone number of references for other projects completed by Bidder; and 5)A Financial Statement of Bidder,consisting of the balance sheet and annual income statement of Bidder for the Bidder's last fiscal year end preceding the submission of the Bid Proposal, which has been audited or examined by an independent certified public accountant. The Financial Statement of Bidder shall be used to determine a Bidder's net working capital,which is defined as current assets less current liabilities. A Bidder's net working capital shall be considered evidence of the Bidder's ability to provide sufficient financial management of the project being bid. The Bidder's Financial Statement shall be clearly and conspicuously marked as "confidential", and shall be deemed and treated as confidential and excepted from the Public Information disclosure requirements of Texas Government Code Section 552.001 et seq., as such information, if released, would give advantage to a competitor or bidder, and/or would cause substantial competitive harm to Bidder 5 Examination of Contract Documents and Site 5 1 It is the responsibility of each Bidder before submitting a Bid Proposal,to (a) examine the Bidding Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost,progress,performance or furnishing of the Work, (c)consider federal,state and local laws and regulations that may affect cost,progress,performance or furnishing of the Work,(d)study and carefully correlate Bidder's observations with the Contract Documents,and (e) notify Engineer of all conflicts, errors, omissions or discrepancies in the Contract Documents,(f)to recognize and plan for use of the City's"Pro-Trak"software to administer the construction process and perform the work of the project. 5.2 Any reports of explorations and tests of conditions at the site which have been utilized by the Engineer in preparation of the Contract Documents will be made available to Bidders for review,but such reports are not part of the Contract Documents. Bidder may not and should not rely upon the accuracy of the data contained in such reports, interpretations or opinions contained therein, or the completeness thereof,for the purposes of bidding or construction. 08-2018 00200-3 of 9 CITY OFPEARLAND INSTRUCTIONS TO BIDDERS 5.3 Information and data reflected in the Contract Documents with respect to underground utilities, equipment or other underground facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof 5 4 Before submitting a Bid Proposal, each Bidder will, at Bidder's own expense, make or obtain any additional examinations,investigations,explorations,tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid Proposal prices for performing and furnishing the Work in accordance with the Contract Time, Contract Price and other terms and conditions of the Contract Documents. 5.5 On request in advance, Owner will provide each prospective Bidder access to the site to conduct such explorations and tests as each prospective Bidder deems necessary for submission of a Bid Proposal. Prospective Bidders shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations 5 6 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands, access thereto or contractual arrangements for use by the Contractor required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5 7 The submission of a Bid Proposal will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4,that without exception the Bid Proposal is premised upon performing and furnishing all of the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in, required by or reasonably inferred from the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6 Interpretations and Addenda 6 1 All questions about the meaning or intent of the Contract Documents are to be directed to Engineer Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered or transmitted by electronic means to all registered Bidders in the City's E-bid System. Questions received less than five (5) days prior to the date for opening of Bid Proposals may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer Addenda will automatically be made available to all registered Bidders that have downloaded Bid Documents from the City's E-bid System. 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 Securityfurnished 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 ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. 13 4 If,within twenty-four(24)hours after Bid Proposals are opened,any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material mistake in the preparation of its Bid Proposal, that Bidder may request to withdraw its Bid Proposal and the bid security may be returned or,at the discretion of the Owner, Owner may make a claim against the bid security Thereafter,that Bidder will be disqualified from further bidding on the Project to be provided under the Contract Documents. 13.5 Bid securities for unsuccessful Bidders will be returned to bidders once a successful Bidder has be identified and notified of the Owner's intent to award a contract. 14 Opening of Bid Proposals 14 1 Bid Proposals will be opened and(unless obviously non-responsive)read aloud publicly An abstract of the amounts of the base Bid Proposals and major alternates(if any)will be made available to Bidders after the opening of Bid Proposals through E-Bid. Bid Proposals, in their entirety,shall be open for public inspection after the contract is awarded, with the exception of any trade secrets or confidential information contained therein,provided Bidder has expressly identified any specific information contained therein as being trade secrets or confidential information. 15 Bid Proposals to Remain Subject to Acceptance 15 1 All Bid Proposals will remain subject to acceptance for ninety(90) days after the day of the Bid Proposal opening,but Owner may,in its sole discretion,release any Bid Proposal and return the bid security prior to that date 16 Award of Contract 16 1 Owner reserves the right to reject any and all Bid Proposals, to waive any and all informalities not involving price,time or changes in the Work and to negotiate contract terms with the Successful Bidder Owner may reject a bid as non-responsive if 1) Bidder fails to provide required Bid Security;2)Bidder improperly or illegibly completes or fails to complete all information required by the Bidding Documents; 3)Bidder fails to sign the Bid Proposal or improperly signs the Bid Proposal, 4) Bidder qualifies its Bid Proposal, 5) Bidder tardily or otherwise improperly submits its Bid Proposal, 6) Bidder fails to submit the Qualifications of Bidder as required under section 4 of these Instructions to Bidders, or 7) Bid Proposal is otherwise non-responsive.Contracts are awarded on the basis of the Lowest Responsible Bidder 16.2 The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of bidder, if requested to do so.As required by the Instructions to Bidders and as a condition of Bid acceptability,the Contractor hereby agrees. 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 organizations 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 Ownerand 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 Date June 28, 2022 Lowest Responsible Bid Bid of Lucas Construction Company, Inc. , an individual proprietorship/a co oration organized and existing under the laws of the State of Texas/a partnership consisting o f ,for the construction of: Independence Park Phase I City of Pearland,Texas COP PN: P20001 BID NO.: 0522-14 (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 Independence Park Phase I,with all related appurtenances,complete, tested, and operational, in accordance with the Plans and Specifications prepared by City of Pearland,3519 Liberty Dr., Pearland,TX 77581, 281-652-1900, for the unit prices or applicable pricesset forth in Exhibit "A",the electronic bid form as contained in the City's E-bid system,which,once fully executed and submitted shall constitute a legal and executable proposal from the Bidder It is understood that, in the event any changes are ordered on any part of the Work,the applicable unit prices bid shall apply as additions to or deductions from the total prices for the parts of the Work so changed. The Bid Security required under the Instructions to Bidders is included and has been uploaded as an attachment within the E-bid system and,that a fully executed,signed and sealed hard copy has been delivered to the Office of City Purchasing, Finance Department, City Hall Annex 3523 Liberty Drive,Pearland,Texas 77581 The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of Bidder, as required by the Instructions to Bidders if requested to do so as a condition of the Bid process. The Bidder binds himself, upon acceptance of his proposal, to execute the Standard Form of Agreement and furnish an acceptable Performance and Payment Bond and Maintenance Bond,each in the amount of one hundred percent (100%) of the total Contract Price, according to the forms included in the Contract Documents, for performing and completing the said work within Bidder's Initial's: 08-2018 00300- 1 of 3 CITY OF PEARLAND BID PROPOSAL the time stated and for the prices stated in Exhibit A 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 270 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 Section 00500 — Standard Form of Agreement, in the event the Work is not Substantially Complete within the Contract Time. The undersigned agrees that the amounts bid in this Bid Proposal will not be withdrawn or modified for ninety(90)days following date of Bid Proposal opening,or such longer period as may be agreed to in writing by the City of Pearland and Bidder It is understood that in the event the Successful Bidder fails to enter into the Standard Form of Agreement and/or to furnish an acceptable Performance and Payment Bond and Maintenance Bond if required, 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 inthe Bid Proposal prices. Addendum No 1 Date: 06/14/2022 Addendum No. Date: Addendum No 2 Date. 06/22/2022 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: Lucas Construction Company, Inc. By. Willis Lucas Title President Address: 551 W League City Parkway, League City,TX 77573 _ , Phone No 281-316-9990 ATTEST _ Desiree Mata (Seal,if Bidder is a Cc o�uttot3�' (Typed or Printed 04 - Signature Date. June 28, 2022 Bidder's Initial's: 08-2018 00300-2 of 3 1 Independence Park Driveway Bid No 0522.14 Line II Description CITY UOM Unit Price Total 1 MOBILIZATION(3%MAXIMUM OF PROJECT) 1 LS $ 1,500.00 $ 1,500.00 2 TRAFFIC CONTROL PLAN 1 ' LS $ 2.000.00 $ 2,000.00 3 REINFORCED FILTER FABRIC FENCE 500 LF $ 2.00 $ 1.000,00 4 . HYDROMULCH SEEDING(COMPLETE INPLACE) ' 0.5 AC ' $ 4,000.00 $ 2.000.00 5 SITE PREPARATION(Includes sub(grade excavation and grading to meet elevation shown of the profile) 1 LS $ 9,000.00 $ 9.000.00 6 . B•INCH REINFORCED CONCRETE PAVEMENT(COMPLETE IN PLACE) _ '350 SY ._ $ 110 flit $ Auf10 nil AddAlternatRi - - $ $ 1 6"base course for asphalt pavement with 2•INCH HOT MIX ASPHALT CONCRETE SURFACE PAVEMENT(COMPLETE IN PLACE) 1600 SY $ 45.00 $ 72,000.00 Total Base Bid $ 54,000.00 Total Add All Bid $ 72.000,00 Total Bid $ 126,000.00 ( ( 1 1 CITY OF PEARLAND BID PROPOSAL END OF SECTION { , _ : Bidder's Initial's: 08-2018 00300-3 of 3 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 Lucas Construction Company, 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. Independence Park Phase I City of Pearland,Texas COP PN• P20001 BID NO. 0522-14 Article 2. ENGINEER The Work has been designed by City of Pearland,3519 Liberty Dr,Pearland,Texas 77584, (281) 652-1900 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 90(ninety)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 Conditionsif applicable), and completed and ready for Final Payment within 120(one hundred twenty)days from the date when the Contract Time commences to run.No workwill 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 4-2015 00500-1 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT any such proof, 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 expires after the time specified in paragraph 3 1 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the time set out in the Certificate of Substantial Completion or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER five hundred dollars($500.00)for each day that expires after the time specified in the Certificate of Substantial Completion for completion and readiness for Final Payment. 3.3 Inspection Time.Working hours for the Pearland Inspection personnel are from 7.30 a.m. to 4.30 p.m., Monday through Friday, excluding City approved holidays. The Contractor shall notify the OWNER of any required inspection overtime work at least 48 hours in advance and shall pay the overtime wages for the required City inspections. Article 4 CONTRACT PRICE 4 1!OW NDR gfiffigEff@ONTRTATCTOR ftt? completion of tfis gaill3 in @aft accordance (with fp Contract Documents in current•funds $126,000.00 the"Contract he Contract P'ric includes C a�`�D Q Bid m shown in Document 00300—B id • 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 4-2015 00500-2 of 7 CITY OFPEARLAND STANDARD FORM OF AGREEMENT to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the CONTRACTOR, the OWNER may upon written recommendation of the ENGINEER pay a reasonable and equitable portion of the retained percentage to the CONTRACTOR, or the CONTRACTOR at the OWNER's option, may be relieved of the obligation to fully complete the Work and,thereupon,the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under"Final Payment." 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 6 09 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 6 09 Article 6. INTEREST Interest on any overdue payment from OWNER to CONTRACTOR shall be paid in accordance with the provisions of Chapter 2251 025 of the Texas Government Code, as amended. Article 7 CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7 1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost,progress,performance,or furnishing of the Work. 7.2 CONTRACTOR has studied carefully all available surveys, assessments, reports of explorations, investigations, and tests of subsurface conditions and drawings of physical conditions of the site.Such technical reports and drawings are not Contract Documents,and Owner makes no representations or warranties as to the accuracy of such documents or information, or to whether or not they are complete, comprehensive, or all-inclusive. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying)all such examinations,investigations,explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraphs 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work, and CONTRACTOR assumes the risk of such subsurface and physical conditions, and shall furnish the Work at the Contract Price,within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, explorations, tests, reports, and studies or similar information or data are or will be required by CONTRACTOR for such purposes. 4-2015 00500-3 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 7 4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities.No additional examinations,investigations,explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and finish the Work at the Contract Price,within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations,tests,reports, and studies with the terms and conditions of the Contract Documents. 7.6 CON TRACTOR 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 Not Applicable 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 m 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 governmentalauthorities. 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 betweenthe parties hereto, and it is expressly understood and agreed that there are noagreements 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: July 25th ,2022. OWNER. CONTRACTOR. CITY OF PE Lucas Construction Company, Inc. By. By• Willis Lucas Title CI)"^034P ' Title President/Owner Date Z�' .�• �s�' �Z"'�--Date July 25, 2022 (Corp&rate Seal) 'ffeffellYi1� j � � Jrnn ATTEST ATTEST l kJ,t�l,��.0 i. x�1 Address for giving notices 551 West League City Parkway, Suite C League City, TX 77573 Ui /\ yg Phone 281-316-9990 Fax. 281-316-6087 Agent for service of process Leno Rios 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 (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 Ptd 41e V • y -40 pEAKLAND ♦♦♦ TEX AS 05.22-1.4 Addendum m 2. -iLu'cas. Construetio:n� eernp .an,. I;nc p' Y�: rSuppIi:,er iRespOnse, Event Information Number 0522-14 Addendum 2 Title Independence Park Phase 1 Type: ITB-Sealed Issue Date 6/1/2022 Deadline 6/28/2022 02.30 PM (CT) Notes. The project will entail the construction of an access road 12-feet wide that will consist of approximately 250 SY of concrete with about 1500 SY of asphalt. Work to be performed will include a paved access road to the park's special events stage utilizing the stabilization of existing gravel road Contact Information Contact: Kayla Dokhani Address Projects 3519 Liberty Drive Pearland, TX 77581 Phone (281) 652-1756 Email ebids@pearlandtx.gov Page 1 of 3 pages Vendor:Lucas Construction Company,Inc. 0522-14 Addendum 2 Lucas:±Construction Con `; ai Inc: Information Addyres's; 551+;C'West'League CityrParkway=' .,League=CitY,TIK,573' _ J :Phone: (28;1):31;6-9990 ,F•ax: ••(28�1).'�316,=6.0:87 ' Toll'FFree: k(281)+31':6-9990.'° _ .4, By submitting your response, you certify that you are authorized to represent and bind your company WILLIS LUCAS LUCASCONSTRUCTION@COMCAST NET Signature Email Submitted at 6/28/2022 11 31 27 AM(CT) Response Attachments BID PROPOSAL FOR UPLOAD INDEPENDENCE PARK - PEARLAND pdf BID PROPOSAL BID BOND FOR UPLOAD INDEPENDENCE PARK - PEARLAND pdf BID BOND ENTIRE BID WITH ADDITIONAL REQUIRED DOCS FOR UPLOAD INDEPENDENCE PARK - PEARLAND pdf ENTIRE BID INCLUDING ALL REQUIRED ADDITIONAL DOCUMENTATION Bid Attributes Response Attachment Bidder understands and has completed the following The Bid Proposal and Bid Security required under the Instructions to Bidders has been uploaded as an attachment within the E-bid system and, a fully executed, signed and sealed hard copy of the Bid Bond will be delivered upon request to the Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive, Pearland, Texas, 77581 • El Submitted (Submitted) :2-i Non-collusion Statement Bidder has submitted a completed and signed copy of the Non-Collusion Statement 0 Submitted (Submitted) 3:� General Conditions Bidder has read and agrees to the General Conditions set forth by the City of Pearland ❑W Agreed (Agrees) 4 Specification Acknowledgement Bidder has reviewed specifications and agrees that their bid adheres fully MI Agreed (Agrees) 5 Local Bidder Bidder claims Pearland local bidder preference, pursuant to provisions of Local Bidder Preference claim form and Texas Local Government Code, Chapter 271 9051 - • Local Bidder Page 2 of 3 pages Vendor Lucas Construction Company,Inc. 0522-14 Addendum 2 Bid Lines Package Header Base Bid Quantity- 1 Total: $54,000 00 f _ Package Items 1 1 MOBILIZATION (3% MAXIMUM OF PROJECT) Quantity. 1 UOM: LS Price. $1,500 00 Total: $1,500 00 1.2 TRAFFIC CONTROL PLAN Quantity. 1 UOM: LS Price. $2,000 00 Total $2,000 00 1.3 REINFORCED FILTER FABRIC FENCE Quantity- 500 UOM: LF Price $2.00 Total $1,000 00 1 4 HYDROMULCH SEEDING (COMPLETE IN PLACE) Quantity- 0 5 UOM: AC Price $4,000 00 Total. $2,000 00 1.5 SITE PREPARATION (Includes sub-grade excavation and grading to meet elevation shown of the profile) Quantity. 1 UOM: LS Price. $9,000 00 Total: $9,000 00 1.6 8-INCH REINFORCED CONCRETE PAVEMENT(COMPLETE IN PLACE) Quantity. 350 UOM: SY Price $110 00 Total $38,500 00 Package Header Alternate Work Items Quantity. 1 Total $72,000 00 Package Items 2.1 6"base course for asphalt pavement with 2-INCH HOT MIX ASPHALT CONCRETE SURFACE PAVEMENT (COMPLETE IN PLACE) Quantity. 1600 UOM: SY Price. $45 00 Total: $72,000 00 Response Total: $126,000 00 Page 3 of 3 pages Vendor•Lucas Construction Company,Inc. 0522-14 Addendum 2 Y�4 ,O rf.4�P`� D AIM1g F rr t s:9, Contractor Questionnaire Yes No ❑ El 1. Has the City of Pearland or other governmental entity incurred costs as a result of contested change order(s)from the undersigned company? ❑ l!�J 2. Has the City of Pearland or other governmental entity been involved in litigation relative to contract performance with the undersigned company? ❑ 0 3. Has the undersigned company failed to meet bid specifications or time limits on other contracts? ❑ ® 4. Has the undersigned company abandoned a contract or refused to perform without legal cause after submitting a bid? ❑ E 5. Has the undersigned company had bidding errors or omissions in two or more bid submissions within a thirty six(36) month period? ❑ 2 6. Has the undersigned company failed to perform or performed unsatisfactory on two or more contracts within a thirty six(36)month period? lI ❑ 7 Does the undersigned company have adequate equipment,personnel and expertise to complete the proposed contract? nn 8. Does the undersigned company have a record of safety violations in two or more contracts within a thirty six(36) month period? ❑ 9. Does the undersigned have a criminal offense as an incident to obtaining or attempting to obtain a public or private n contractor subcontract,or in the performance of such a contract or subcontract within a ten,(10)year period? I—I El 10. Has the undersigned company been convicted of a criminal offense within a ten(10)year period of embezzlement, 7— 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? ❑ C 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? El21 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. Lucas Construction Company, Inc. _ Company Name: - Address: 551 W League City Parkway, League City, TX 77573 Name: Willis Lucas Title: President (Please Print) co (Please Print) Signature: t6�) ( u o Date: June 28, 2022 ( 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. Not Applicable J 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.) Name of local government officer about whom the Information is being disclosed. Not Applicable Name of Officer J 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 CIO 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 n 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 n No 5 i 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. Lucas Construction has no employment or business relationship with any local gov't officer J i 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) Not Applicable (,Ce June 28, 2022 Signature of vendor doing business with the overnmental entity Date Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 A.OS 10 F�qR' ;G is 0 em�s.,, I eutc /x-an - 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" Vendor Lucas Construction Company, Inc. Address 551 W League City Parkway, League City,TX 77573 Phone Number 281-316-9990 Fax Number 281-316-6087 Email Address lucasconstructionecomcast.net I I 1 A_f� ?? Bidder(Signature) wJ� .JI �(✓LQ'_c,er`� Position with Company President Signature of Company Official Authorizing This Bid Atitoc-d-to6n Company Official(Printed Name) Willis Lucas Official Position President I CITY OF PEARLAND STANDARD FORM OF AGREEMENT APPENDIX B House Bill 89 Verification I, Willis Lucas (Person name), the undersigned representative (hereafter referred to as "Representative") of 1 Lucas Construction Company, Inc. (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. R (A )ftW Lie\CO SIGNATURE O REPRESENTATIVE SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this 28th day of June , 20 2022 Desiree Mata \z--4.-- Notary Public VSF6 � 1ft§If EE MATA -4 Nr=43, P 011d,State of Texas a 4._ My ri i lbn Expires ' e o`r«• o .65Eif'C i c� 2025 ,,rN.A ' 910300590-5 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 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. 2022-907700 LUCAS CONSTRUCTION COMPANY, INC. LEAGUE CITY,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 07/07/2022 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. P20001 Independence Park Phase I Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary Lucas,Willis LEAGUE CITY,TX United States X 5 Check only if there is NO Interested Party ❑ 6 UNSWORN DECLARATION My name is Willis Lucas , and my date of birth is 01/26/1950 My address is 3006 Sea Pines Place , League City , TX , 77573 , USA (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in Galveston County State of Texas ,on the 25 day of July 20 22 (month) (year) 10.Jkb of i Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.191b5cdc 4E`i�`D p�9' # REFERENCES FOR: Lucas Construction Company, Inc. Offeror must furnish,with this proposal,at least 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 included with your proposal Company Name See attached additional references of similar size and scope Company Address: Contact Name: Phone Number: Email Address: Description of Project/Work: g Company Name. Company Address Contact Name Phone Number. Email Address Description of Project/Work. References for. Lucas Construction Company, Inc. Page 2 Company Name. Company Address: Contact Name: Phone Number: Email Address: Description of Project/Work: Company Name: Company Address: Contact Name: Phone Number: Email Address: Description of Project/Work: �- Company Name. Company Address: Contact Name Phone Number• Email Address• Description of Project/Work 1 LUCAS CONSTRUCTION COMPANY, INC. ADDITIONAL REFERENCES OF SIMILAR PROJECT SIZE AND SCOPE MICHAEL SHANNON, GALVESTON COUNTY ENGINEER 713-408-3445 NANCY BAHER, GALVESTON COUNTY 409-770-5556 RECENT PROJECTS COMPLETED FREDDIESVILLE ROADS SAN LEON ROADS BACLIFF VILLAS JACK BROOKS PARK RUDY SANTOS, PROJECT COORDINATOR ALVIN I.S.D AND ANGLETON I.S.D. 281-245-2555 RECENT PROJECTS COMPLETED/IN PROCESS. E.C. MASON ELEMENTARY SCHOOL ROAD ED FIGUEROA 409-935-9986 SHELMARK ENGINEERING PROJECTS COMPLETED/IN PROCESS CLEAR LAKE COMMUNITY CHURCH TRAVIS SELLERS 832-590-7196 IDS ENGINEERING PROJECTS COMPLETED/IN PROCESS CITY OF DICKINSON STREET AND DRAINAGE CONSTRUCTION CITY OF LEAGUE CITY 281-554-1486 PROJECTS COMPLETED/IN PROCESS. LEAGUE PARK ROADS AND DRAINAGE DICKINSON AVENUE WEST WALKER pp ��oi tt =j�gy. �P=E ARIL; -s.� �' 'eS is 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: CX + 7 O F t . � r�E. Contact: fi/"�' i91V� .,1 ® �f ie1Y1 'a Phone Number: 32 '"1S 1 L ) t '�. a Email Address: AA Ao ay LT IC . 0 e �1 t1� �. fq01` Company Name: C.37ri Q P GA.We,s1oJ _. Contact: EN t4f OEiSCif /c r( AKA . Phone Number: LI 0 9 --199-3 S 5 -1 Email Address: D 1 n k,r'Stlrt 2 'a ki6 StnnT( e Gov Company Name 1--E P'S CZrq .. S .D Contact: 00fgf-1.0 Pu(5L$y ! DIP OF PL Phone Number Ll 0q" -11 10 -00 3 tp Email Address: PO Cs a1 +C15400 ,<,.6,kwe4 0 4.,;... .6,,, ,,,,,,,\ il i -Z��ZIk CITY OF PEARLAND LOCAL BIDDER PREFERENCE CLAIM FORM Sections 271.905 and 271.9051 of the Texas Local Government Code authorize a municipality to consider a vendor's location in the determination of a bid award if the lowest bid received is from a business outside the municipality and contracting with a local bidder would provide the best combination of price and other economic benefits to the municipality The City of Pearland has determined that the allowable preference shall be applied to local vendor's bids for the purposes of evaluation when requested in writing by local bidder and when determined to be in the best interest of the City to do so. This request form and any supporting documentation must be submitted with bid in order to be considered by the City of Pearland. Questions should be addressed to the Purchasing Department at 281-652-1790. Exclusions to the local preference include expenditures of$3,000 or less, and those purchases which are: sole-source, emergency, federally-funded, cooperative contracts, or via interlocal agreement. The local preference status will expire one year from the date of this form; for any subsequent requests for preference during this period, the applicant need only complete and submit section 3 of this form. The City Council requires the following information for consideration of a local bidder preference (information may be submitted in an attachment to this form): 1. Locational Eligibility: Principal place of business in Pearland,Texas? Principal place of business is defined herein as any business which owns or leases a commercial building within the City limits and uses the building for actual business operations. a. If yes, identify name of business/DBA, address, and business structure: sole proprietorship, partnership,corporation,or other b. Name and city of residence of owner(s)/partners/corporate officers, as applicable. 2. General Business Information: a. Year business established(Pearland location). b. Most recent year property valuation(if owned);real and personal property c. Annual taxable sales(originating in Pearland). d. Is business current on all property and sales taxes at the time of this application? e. Total number of current employees and number of Pearland-resident employees. 3 Economic Development benefits resulting from award of this contract: a. Number of additional jobs created or retained for Pearland resident-employees? _ b. Amount of additional City of Pearland ad valorem and/or sales taxes anticipated? Please explain how the amount has been determined. c. Local subcontractors utilized,if applicable•name,location and contract value for each. d. Other economic development benefit deemed pertinent by applicant. } Local Bidder Preference Claim Form,page 2 Certification of information. The undersigned does hereby affirm that the information supplied is true and correct as of the date hereof, under penalty of perjury COP PN: P20001 City Bid No./Quote for which the local preference is requested. BID NO .0522-14 Lucas Construction Company, Inc. June 28, 2022 (Name of Bidde) (Date) 4ADLIA 0 W Willis Lucas (Signature) (Print) THE STATE OF TEXAS § § COUNTY OF Galveston § Appeared before me the above-named Willis Lucas ,known to me to be the same, and swore that the information provided in response to the foregoing questions are true and correct to the best of his/her knowledge and belief,this 28th day of June ,2022 NOTARY P IC,STATE OF TEXAS Printed Name: Desiree Mata Commission Expires: March 30, 2025 sv44,,, DESIRES MATA - `2° 4. -,-,"A Notary Public,State of Texas m j J' r i}°Of rgiI;910r1 ExP;res ` o,,! • V. 30,2025 PIOTARY ID 13300590-5 , If CITY.OF PEARLAND LOCAL BIDDER PREFERENCE CLAIM FORM CONSIDERATION OF LOCAL BIDDER PREFERENCE BIDDER. LUCAS CONSTRUCTION COMPANY, INC. WILLIS LUCAS.100%OWNER/STOCKHOLDER/PRESIDENT 100%COMMON OWNERSHIP: WILLIS LUCAS 100%OWNER AND MANAGING MEMBER OF HALIK 35 LLC-COMMERCIAL REAL ESTATE (RENTAL BUILDINGS)@ 4407 HALIK ROAD,PEARLAND,TEXAS WILLIS LUCAS 100%OWNER AND MANAGING MEMBER OF LUCAS PROPERTIES AND INVESTMENTS,LLC -LAND OWNER AND CURRENT DEVELOPER OF PEARLAND INDUSTRIAL PARK IN PEARLAND,TEXAS CITY OF PEARLAND PERFORMANCE BOND Bond No.4454568 Section 00610 PERFORMANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That Lucas Construction Co, Inc. of the Cityof League City , County of Galveston , and State of Texas, as principal, and • SureTec Insurance Company authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner),in the penal sum of$126,000.00 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 25th day of July , 202,2(the "Contract") to commence and complete the construction of certain improvements described as follows. Independence Park Phase I City of Pearland,Texas COP PN• P20001 BID NO.: ITB 0522-14 which Contract,including the Contract Documents as defined therein,is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Contract Work and shall in all respects duly and faithfully observe and perform all and singular the covenants, conditions, and agreements in and by said Contract agreed and covenanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and Contract Documents,then this obligation shall be void,otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond,and it does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the Contract,or to the Work to be performed thereunder 12/2007 00610-1 of 2 CITY OF PEARLAND PERFORMANCE BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 25th day of July ,20 22. Principal , Surety. Lucas Cgnstruction Co, Inc. ' SureTec Insurance Company ' - ‘13y.' Watib ti\Lie , By 1Nillis Cucas aurefrilla— Title President Title Attorney-in-Fact - Address Address. 551 W League City Pkwy,Suite C 2103 CityWest Blvd , Suite 1300 League City,Texas 77573 Houston,Texas 77042 Telephone: 281-316-9990 Telephone 866-732-0099 Fax: 281-316-6087 Fax. 512-490-1007 NOTICE. THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER, 1-800-252-3439 END OF SECTION 12/2007 00610-2 of 2 POA# 4221062 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That SureTec Insurance Company,a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris,Texas and Markel Insurance Company(the"Company"),a corporation duly organized and existing under the laws of the state of Illinois,and having its principal administrative office in Glen Allen,Virginia,does by these presents make,constitute and appoint: C.A. McClure, Kelly J Brooks,Kenneth L. Meyer, Michelle Ulery Their true and lawful agent(s)and attorney(s)-in-fact,each in their separate capacity if more than one is named above,to make,execute,seal and deliver for and on their own behalf,individually as a surety or jointly,as co-sureties,and as their act and deed any and all bonds and other undertaking in suretyship provided;however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of- Fifty Million and 00/100 Dollars($50,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company "RESOLVED,That the President,Senior Vice President,Vice President,Assistant Vice President,Secretary,Treasurer and each of them hereby is authorized to execute powers of attorney,and such authority can be executed by use of facsimile signature,which may be attested or acknowledged-by any officer or attorney,of the company,qualifying the attorney or attorneys named in the given power of attorney,to execute in behalf of,and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company,as the case may be,all bond undertakings and contracts of suretyship,and to affix the corporate seal thereto. IN WITNESS WHEREOF,Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the am day of January ,2020 SureTec Insurance Company "'""' tul�iur P y RA •�`e RAN ,f' Markel Insure ce Company t;'4 F�Michael C.Keimig,president , 4 %� 'EttNO0t. Y� , R in Russo,Senior Vice President ��rzrryriimU,,`` Commonwealth of Virginia County of Henrico SS: On this our day of January ,2020A.D.,before me,a Notary Public of the Commonwealth of Virginia,in and for the County of Henrico,duly commissioned and qualified,came THE ABOVE OFFICERS OF THE COMPANIES,to me personally known to be the individuals and officers described in,who executed the preceding instrument,and they acknowledged the execution of same,and being by me duly sworn,disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed tothe proceeding instrument are the Corporate Seals of said Companies,and-the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies,and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. atpeineArrertorsi IN TESTIMONY WHEREOF,I have hereunto set my hand,and affixed mob $eal•at hg & t! f Henrico,the day and year first above written. Q. O�PR Ypeel 2� e MY n.;COMMISSION By:L < NUMBER Q O Donna Donavant,Notary Public "4- 7083968 My commission expires 1/31/2023 We,the undersigned Officers of SureTec Insurance Company and Markerff Rnniu®'iy dq'rierby certify that the original POWER OF ATTORNEY of which the--- foregoing is a full,true and correct copy is still in full force and effect and ha?tgtrtjet1rr oystcbd. �f({� —[ IN WITNESS WHEREOF,we have hereunto set our hands,and affixed the Seals of said Companies,on the V J day of ,)1n.\\I Sur ec Insur ce C pan Markel Insurance Company 11/7 M.Br t Beaty,Assistant Secrete Richard R.Grinnan,Vice President ant-Secr ary SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint:You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099 You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail,Suite 320 Austin,TX 78759 You may contact the Texas Department of Insurance to obtain information on companies,coverage, rights or complaints at 1-800-252-3439.You may write the Texas Department of Insurance at: PO Box 149104 Austin,TX 78714-9104 Fax#.512-490-1007 Web htto://www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim,you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Rev 08_2019 1 CITY OF PEARLAND PAYMENT BOND Bond No.4454568 Section 00611 PAYMENT BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That Lucas Construction Co., Inc. of the Cityof League City , County of Galveston , and State of Texas, as principal, and SureTec Insurance Company authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner), in the penal sum of$ 126,000 00 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 25th day of July ,. 2022(the "Contract") to commence and complete the construction of certain improvements described as follows Independence Park Phase I City of Pearland,Texas COP PN P20001 BID NO. 0522-14 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 of2 CITY OF PEARLAND PAYMENT BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 25th day of July ,2022, Principal. Surety ' _ Lucas Construction Co , Inc. SureTec Insurance Company - • By. UdtiA `AMM By. Willis Lucas C. McClure Title President Title. Attorney-in-Fact r _ Address Address. 551 W League City Pkwy, Suite C 2103 CityWest Blvd , Suite 1300 League City,Texas 77573 Houston,Texas 77042 Telephone 281-316-9990 Telephone 866-732-0099 Fax. 281-316-6087 Fax: 512-490-1007 NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439 END OF SECTION 07/2006 00611 -2 of 2 POA# 4221062 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That SureTec Insurance Company,a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris,Texas and Markel Insurance Company(the"Company"),a corporation duly organized and existing under the laws of the state of Illinois,and having its principal administrative office in Glen Allen,Virginia,does by these presents make,constitute and appoint: f C.A. McClure, Kelly J Brooks,Kenneth L. Meyer, Michelle Ulery Their true and lawful agent(s)and attorney(s)-in-fact,each in their separate capacity if more than one is named above,to make,execute,seal and deliver for and on their own behalf,individually as a surety or jointly,as co-sureties,and as their act and deed any and all bonds and other undertaking in suretyship provided;however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/100 Dollars($50,000,000 00) ThisPower of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company "RESOLVED,That the President,Senior Vice President,Vice President,Assistant Vice President,Secretary,Treasurer and each of them hereby is authorized to execute powers of attorney,andsuch authority can be executed by use of facsimile signature,which may be attested or acknowledged.by any officer or attorney,of the company,qualifying the attorney or attorneys named in the given power of attorney,to execute in behalf of,and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company,as the case may be,all bond undertakings and contracts of suretyship,and to affix the corporate seal thereto. .IN WITNESS WHEREOF,Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the em day of January ,2020 SureTec Insurance Company 4,....5.0.1"At.VO4' ````%% C,, Markel Insure ce Company `` 99 F'gir �13 YGSEALT �_ By, .'� � ByMichael C.Keimlg,President .r % kkrgi• Y.` R in Russo,Senior Vice President onititono Commonwealth of Virginia County of Henrico SS: On this en, day of January ,2020 A.D.,before me,a Notary Public of the Commonwealth of Virginia,in and for the County of Henrico,duly commissioned and qualified,came THE ABOVE OFFICERS OF THE COMPANIES,to me personally known to be the individuals and officers•described in,who executed the preceding instrument,and they acknowledged the execution of same,and being by me duly sworn,disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals ofsaid Companies,and.the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies,and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument Is now in force. oa s o e e r r e r r•f IN TESTIMONY WHEREOF,I have hereunto set my hand,and affixed`e0" 5 0/VA e kt v' f Henrico,the day and year first above written. VVOCPRY °6' .•2 MY n C COMMISSION • gy. , I..0 , NUMBER .2 ' Donna Donavant,Notary Public 7063968• �(.• My commission expires 1/31/2023 •We,the undersigned Officers of SureTec insurance Company and Markerlr�s film 6iiy,q erby certify that the original POWER OF ATTORNEY of which the foregoing is a full,true and correct copy is still in full force and effect and halhgtz<jlela uyoke. IN WITNESS WHEREOF,we have hereunto set our hands,and affixed the Seals of said Companies,on the licty of 10.k4 Sur ec Insur ce C pan Markel Insurance Company By By:( a1.? „A9� ,.C� � _—✓ M.Br t Beaty,Assistant Secreta Richard R.Grinnan,Vice President an ary SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint:You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099 You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail,Suite 320 Austin,TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439.You may write the Texas Department of Insurance at: PO Box 149104 Austin,TX 78714-9104 Fax#.512-490-1007 Web:http://www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES. Should you have a dispute conceming your premium or about a claim,you should contact the Surety first. If the dispute is not resolved,you may contact the Texas Department of Insurance. Rev 08_2019 1 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND Bond No.4454568 Section 00612 ONE-YEAR MAINTENANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That Lucas Construction Co, Inc. of the Cityof League City ,County of Galveston , and State of Texas, as principal, and SureTec Insurance Company authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner),in the penal sum of$ 126,000.00 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 25th day of July , 202?(the "Contract") to commence and complete the construction of certain improvements described as follows: Independence Park Phase I City of Pearland, Texas COP PN P20001 BID NO 0522-14 which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully correct all such work not in accordance with the Contract Documents discovered within the one-year period from the date of substantial completion,then this obligation shall be void, otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder 07/2006 00612-1 of 2 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 25th day of July , 2022 Principal. Surety. r ,Lukas Construction Co, Inc. SureTec Insurance Company By (OLIVA (-At By McCl fltr �- Willis Lucas C.A. ure __ ; Title:_ President Title. Attorney-in-Fact - Address Address. 551 W League City Pkwy, Suite C 2103 CityWest Blvd , Suite 1300 League City,Texas 77573 Houston,Texas 77042 Telephone: 281-316-9990 Telephone: 866-732-0099 Fax. 281-316-6087 Fax. 512-490-1007 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 POA# 4221062 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That SureTec Insurance Company,a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris,Texas and Markel Insurance Company(the"Company"),a corporation duly organized and existing under the laws of the state of Illinois,and having its principal administrative office in Glen Allen,Virginia,does by these presents make,constitute and appoint: C.A. McClure, Kelly J Brooks,Kenneth L. Meyer, Michelle Ulery Their true and lawful agent(s)and attorney(s)-in-fact,each in their separate capacity if more than one is named above,to make,execute,seal and deliver for and on their own behalf,individually as a surety orjointly,as co-sureties,and as their act and deed any and all bonds and other undertaking in suretyship provided;however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/100 Dollars($50,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company- "RESOLVED,That the President,Senior Vice President,Vice President,Assistant Vice President,Secretary,Treasurer and each of them hereby is authorized to execute powers of attorney and such authority can be executed by use of facsimile signature,which may be attested or acknowledged-by any officer or attorney,of the company,qualifying the attorney or attorneys named in the given power of attorney,to execute in behalf of,and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company,as the case may be,all bond undertakings and contracts of suretyship,and to affix the corporate seal thereto. IN WITNESS WHEREOF,Markel Insurance Company and SureTec Insurance Company have caused their official seal to be-hereunto affixed and these presents to be signed by their duly authorized officers on the arh day of January r 2020 SureTec Insurance Company aS� N i °� � Markel Insura ce Company U yCO n��.t2BYAral5 .4 BY' Michael C.Keimig,President 1 �iy '�4T!4�'' �.` R in Russo,Senior Vice President Commonwealth of Virginia llrrhin%%%%%% County of Henrico SS. On this 8th day of January ,2020 A.D. before me,a Notary Public of the Commonwealth of Virginia,in and for the County of Henrico,duly commissioned and qualified,came THE ABOVE OFFICERS OF THE COMPANIES,to me personally known to be the individuals and officers described in,who executed the preceding instrument,and they acknowledged the execution of same,and being by me duly sworn,disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies,and-the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said Instrument by the authority and direction of the said companies,and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrumenfis now in force. ,io,%5566%%%%%%%% IN TESTIMONY WHEREOF,I have hereunto set my hand,and affixed meD " S al at.hg tf of Henrico,the day and year first above written. .�O. O (2Y Po 2j • MY n B COMMISSION y: NUMBER • Donna Donavant,Notary Public 7083968 x- ; My commission expires 1/31/2023 We,the undersigned Officers of SureTec Insurance Company and MarkeNsui FTin Ony pry ierby certify that the original POWER OF ATTORNEY of which the foregoing is a full,true and correct copy is still in full force and effect and heS sgtzljetira waled. EAAN IN WITNESS WHEREOF,we have hereunto set our hands,and affixed the Seals of said Companies,on the VD day of A`'.f Sur ec lnsur ce C pan Markel Insurance Company - 1 v By By:f ^v'l' IY.A^9 1r M.Br t Beaty,Assistant Secrets Richard R.Grinnan,Vice President an ary SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint:You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099 You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail,Suite 320 Austin,TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439.You may write the Texas Department of Insurance at: PO Box 149104 Austin,TX 78714-9104 Fax#•512-490-1007 Web:http://www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim,you should contact the Surety first. If the dispute is not resolved,you may contact the Texas Department of Insurance. Rev 08_2019 1 CITY OFPEAREAND 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 improvement's 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 right to claim or lien,arising out of this Project under any applicable bond,law or statue. It is understood that this affidavit is submitted to induce payment of the above sum and for use by the City of Pearland in assuring the Owner and others that all liens and claims relating to the said Project furnished by the undersigned are paid. Signature Printed Name&Title Company Name State of County of Subscribed and sworn to,before me,this day of ,20 My Commission Expires. Notary Public 5-12-12 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Section 00700 GENERAL CONDITIONS OF AGREEMENT TABLE OF CONTENTS pale No. 1.0 DEFINITIONS AND INTERPRETATIONS 1 01 Owner, Contractor and Engineer 1 02 Contract Documents 103 Subcontractor 1 04 Written 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 415 Right of Owner to Accelerate the Work 10-2012 00700-ii } CITY OFPEARLAND 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 613 Delayed Payments 7.0 EXTRA WORK AND CLAIMS 27 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 CON TRACTOR'S SWORN RELEASE B 1 ATTACHMENT NO 3 OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR Cl 10-2012 00700-v CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Section 00700 GENERAL CONDITIONS OF AGREEMENT 1.0 DEFINITIONS AND INTERPRETATIONS 101 OWNER, CONTRACTOR AND ENGINEER. The OWNER, the CONTRACTOR and the ENGINEER are those persons or organizations identified as such in the Agreement. The teen ENGINEER as used in these General Conditions shall refer to the Engineer or Architect identified in the Agreement, as applicable, and means a person authorized to act as a representative of the entity designated by the OWNER to provide professional services required in connection with the preparation of plans and specifications of this Contract. The term CONSTRUCTION MANAGER as used in these General Conditions shall refer to the Construction Manager identified in the Agreement, as applicable, and means a person authorized to act as representative of the entity designated by the OWNER to provide professional services required in connection with the performance of the work of this Contract. The Owner's representative on the project site shall be the CONSTRUCTION MANAGER or ENGINEER as designated. 1 02 CONTRACT DOCUMENTS The Contract Documents shall consist of all of the documents identified in Article 8 of the Standard Form of Agreement, which documents, excluding such documents as may be delivered or issued after the Effective Date of the Agreement, as referenced in Article 8, shall be bound together in a Project Manual for the Work. All references to the "Contract" or the "Agreement" in these General Conditions of Agreement shall include the Contract Documents. The Contract Documents are complementary, and what is required by one shall be binding as if required by all. In the event of any conflict among the Contract Documents, the Contract Documents shall govern in the following order (1) Modifications in writing and signed by both parties,including any Change Orders, (2) Standard Form of Agreement; (3) Special Conditions of Agreement; (4) General conditions of Agreement, including Attachment No 1 — Workers' Compensation Insurance Coverage, Attachment No 2 — Agreement for Final Payment and CONTRACTOR'S Sworn Release, and Attachment No 3 — Owner's Insurance Requirements of Contractor; (5) Addenda, if any; (6) Plans and Specifications referenced or included in the Project Manual, (7) Instructions to Bidders, (8) Bid Proposal, and 06-2022 00700- 1 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (9) Exhibits The following Exhibits,if any, attached hereto, are incorporated herein, and are a part of this Contract: In the event a conflict or inconsistency remains between or within the Contract Documents, or the Contract Documents and applicable standards, codes and ordinances, CONTRACTOR shall provide the greater quantity or better quality, or CONTRACTOR shall comply with the more stringent requirements, as determined by ENGINEER. Terms or phrases used in the Contract Documents with a well-known technical or construction industry meaning shall have such recognized meanings. References to standards, specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, shall mean the latest in effect on the effective date of the Contract,unless otherwise stated in the Contract Documents. 1 03 SUBCONTRACTOR. The term "subcontractor", as employed herein, includes those entities having a contract with the CONTRACTOR or a subcontractor for performance of work on the Project. OWNER shall have no responsibility to any subcontractor for performance of work on the Project contemplated by these Contract Documents, and any such subcontractor shall look exclusively to CONTRACTOR for any payments due subcontractor 1 04 WRITTEN NOTICE. Written Notice shall be deemed to have been duly served if delivered in person or by electronic means through the Pro-Trak to the individual or to a partner of the partnership or joint venture, or to an officer of the corporation or company for whom it is intended, or if delivered at or sent by Certified Mail, Return Receipt Requested, to the last known business address or registered office of such individual,partnership,joint venture or corporation or company, or to the address for giving notices listed in the Standard Form of Agreement. 1 05 WORK. Unless otherwise stipulated, the CONTRACTOR shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, services, insurance, and all water, light,power, fuel, transportation and all other facilities or services of any nature whatsoever necessary for the execution and completion of the Work described in the Standard Form of Agreement. Unless otherwise specified, all materials shall be new, and both workmanship and materials shall be of good quality The CONTRACTOR shall, if required by the ENGINEER as representative of the OWNER, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well-known, technical or trade meaning shall be held to refer to such recognized standards. All work shall be done and all materials shall be furnished in strict conformity with the Contract Documents. 1 06 EXTRA WORK. The term "Extra Work", as used in this Contract, shall be understood to mean and include all work that may be required by the ENGINEER as representative of the OWNER,to be performed by the CONTRACTOR to accomplish any change, alteration or addition to the work shown in the plans. Extra work shall be authorized in writing by the ENGINEER prior to commencement. Extra Work items are paid for on an as needed, as authorized basis only 1 07 WORK DAY As used herein, a "Work Day" is defined as any Monday through Friday, not a legal holiday, and any Saturday or Sunday specifically approved by the OWNER, in which the CONTRACTOR can perform six or more hours of work per thie current construction schedule CONTRACTOR agrees to request specific approval from the Construction Manager or 06-2022 00700-2 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Owner, in advance, to perform work on Saturdays or Sundays and in so doing agrees to pay all charges and costs for Inspection and or Construction Management services required during the performance of any such approved work. Refer to paragraph 7 04 for procedure to determine cost for Construction Management and Inspection Services for work on non-work days. 1 07-1 RAIN DAY As used herein, is defined as any WORK DAY during which weather related conditions prevent the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items as identified in the current construction schedule CONTRACTOR shall record Rain Days on the Pay Application each month for the review and possible approval by the OWNER. The approved Rain Day is then added to the Contract Time. (See 1 12 Contract Time below) 1 07-2 IMPACT DAY As used herein, is a day that is added to the CONTRACT TIME by the OWNER by Change Order to extend the Contract Time by one full Work Day (See 1 12 Contract Time below) Impact Days, once approved by the OWNER, shall extend the Contract Time on a one-to-one basis to replace a Work Day lost to conditions that prevented the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items. Impact Days are added to the Contract Time by Change Order only at the end of the work and then only if, m the opimon of the OWNER, a time extension is warranted due to delays beyond the control of the Contractor and required to complete the work within the Contract Time. 1 08 CALENDAR DAY A "calendar day" is any day of the week, month or year no days being excepted. Unless otherwise expressly provided, all references to "day(s)" shall mean calendar day(s) 1 09 SUBSTANTIALLY COMPLETED The terms "Substantially Completed", or "Substantially Complete" or"Substantial Completion" as used in this Contract, shall mean that all major process components of the facility or work have been made suitable for use or occupancy, including appropriate documentation from the equipment suppliers that all of the individual components have been installed in accordance with the specifications and manufacturer's recommendations,the installations have been approved by the ENGINEER and the items have met the start-up and testing requirements of the contract documents or is deemed to be in a condition to serve its intended purpose or requires only minor miscellaneous work and adjustment to achieve Final Completion and Acceptance as determined by the ENGINEER. Upon compliance with the above referenced criteria,ENGINEER shall issue a Certificate of Substantial Completion. PARTIAL SUBSTANTIAL COMPLETION designation will be given on components of the Work that must be placed into service pnor to the completion of the entire Work. The contractor's One Year Warranty period for these items shall begin on the date of Partial Substantial Completion as designated by the ENGINEER. The ENGINEER shall determine and make all such designations. 110 INTERPRETATION OF WORDS AND PHRASES Whenever the words "directed", "permitted", "designated", "required", "ordered", "considered necessary", "prescribed" or words of like import are used, it shall be understood that the direction,requirement,permission, order, opinion designation or prescription of the ENGINEER as the OWNER's representative is intended. Similarly, the words "approved", "acceptable", "satisfactory" or words of like import shall mean that no exception is taken by ENGINEER, but does not relieve CONTRACTOR of responsibility for compliance with the Contract Documents. 06-2022 00700-3 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Whenever in the Specifications or Plans of the Contract Documents, the terms of description of various qualities relative to finish, workmanship or other qualities of similar kind which cannot, from their nature, be specifically and clearly described and specified, but are necessarily described in general terms, the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the fulfillment of said Specifications shall be decided by the ENGINEER as the OWNER's representative, and said work shall be done in accordance with his interpretations of the meaning of the words,terms or clauses defining the character of the work. 111 REFERENCED STANDARDS No provision of any referenced standard specification, or manual shall be effective to change the duties and responsibilities of the Owner, Engineer, Contractor, or their consultants, employees, or representatives from those set forth in the Contract Documents, nor shall it be effective to assign to the Engineer or its consultants, employees, or representatives any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibilities contrary to provisions of the Contract Documents. 1 12 CONTRACT TIME The term Contract Time as used herein, refers to the number of Calendar days provided to complete the work or the date, stated in the Agreement: (i)to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with Paragraph 6 09 and as modified as a result of any authorized Extensions. The established Contract Time includes 40 Rain Days per year, based on the average number of rain days per year for the period of June 1898 to December 1996 as recorded by the Alvin Weather Center Record. The Contract Time shall only be extended by (a) the addition of Rain Days equal to the number of actual Rain Days in excess of 40 days per year and (b) the number of Impact Days granted for delays, in the opinion of the Owner, beyond the control of the Contractor The extension of the Contract Time shall be the CONTRACTOR's sole and exclusive remedy for delays. 1 13 CONSTRUCTION INSPECTOR The term "Construction Inspector" here in includes those professionals engaged by the OWNER to ensure CONTRACT work's compliance with the specifications and any applicable statutory requirements. 1 14 BALANCING CHANGE ORDER is a change order executed during the close-out process that may add/remove pay items, or adjust quantities of existing items or remove unused pay items or quantities Balancing Change Orders are used to reconcile the unit cost of the work performed or installed by the Contractor 2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER 2.01 NO WARRANTY OF DESIGN It is understood that the OWNER MAKES NO WARRANTY OF THE ADEQUACY,ACCURACY OR SUFFICIENCY OF THE PLANS AND SPECIFICATIONS OR ANY OTHER DESIGN DOCUMENTS, AND OWNER HEREBY EXPRESSLY DISCLAIMS ANY SUCH WARRANTY, EXPRESSED OR IMPLIED Prior to commencing each portion of the Work, CONTRACTOR shall carefully study and compare the relevant Contract Documents, shall observe conditions at the site affecting the Work, and shall take field measurements of existing conditions related to the Work. Any errors, omissions or 06-2022 00700-4 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT inconsistencies in the Contract Documents noted by the CONTRACTOR, and/or any variance between the Contract Documents and applicable codes, standards or ordinances, shall be promptly reported by CONTRACTOR to ENGINEER in writing as a Request for Infotniation. Work performed prior to a Request for Information shall be at the Contractor's risk. If CONTRACTOR fails to perform its obligations under this paragraph, CONTRACTOR shall pay such costs and damages to OWNER as would have been avoided if CONTRACTOR had reported any errors, omissions, inconsistencies or variances in the Contract Documents noted by CONTRACTOR or which should have been noted by a careful study of the Contract Documents. CONTRACTOR shall comply with the Contract Documents, all approved modifications thereof and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he has complied with the requirements of the Contract Documents and approved modifications thereof and all approved additions and alterations,thereto, as the same shall have been interpreted by the ENGINEER. 2.02 RIGHT OF ENTRY The OWNER reserves the right to enter the property or location on which the work herein contracted for is to be performed, constructed or installed, for itself or such agent or agents as it may select, for the purpose of inspecting the work, or for the purpose of performing, constructing or installing such collateral work as the OWNER may desire. The OWNER shall have the right to make inspections at all reasonable times, and the CONTRACTOR hereby waives any claims for extension of time and/or compensation for any loss or damage if his work shall be delayed by reason of such inspection, performance, construction or installation of collateral work. 2.03 OWNERSHIP OF PLANS All plans, specifications and copies thereof furnished by the OWNER shall not be reused on other work and, with the exception of the sets forming the part of the signed Contract Documents, are to be returned to the OWNER on request at the completion of the Work. All plans and models are the property of the OWNER. 2.04 CHANGES AND ALTERATIONS The CONTRACTOR further agrees that the Owner may make such changes and alterations, additions and deletions as the OWNER may see fit, in the Work, including but not limited to changes in line, grade, form, dimensions, plans or specifications for the Work herein contemplated, or any part thereof, either before or after the beginning of construction, without affecting the validity of this Contract and the corresponding Performance and Payment Bonds. If such changes or alterations or deletions diminish the quantity or the value of the Work to be done, they shall not constitute the basis for a claim for compensation or damages, including lost or anticipated profits on the Work that may be affected. If the amount of Work is increased and the work can fairly be classified under the specifications, such increase shall be paid for according to the quantity actually done and at the unit price, if any, established for such work under tins Contract, otherwise, such additional work shall be paid for as provided under Article 7 hereof for Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any Work already done or material already furmshed or used in said Work,then the OWNER shall compensate the CONTRACTOR for any material or labor so used and for any actual loss occasioned by such change due to actual expenses incurred in preparation for the Work as originally planned. 2.05 DAMAGES In the event the OWNER is damaged in the course of the work by the act, negligence, omission, mistake or default of the CONTRACTOR, or should the 06-2022 00700-5 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT CONTRACTOR unreasonably delay the progress of the work being done by others on the job so as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss. 3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER 3 01 OWNER-ENGINEER RELATIONSHIP The ENGINEER shall serve as the OWNER'S representative during construction. The duties, responsibilities and limitations on the authority of the ENGINEER as the OWNER's representative during construction are set forth in the Contract Documents, and the ENGINEER shall not have authority to extend the OWNER's liability or to bind the OWNER for any additional liability of any nature whatsoever without the written consent of the OWNER. Any communications by the OWNER to the CONTRACTOR regarding the Work shall be issued through the ENGINEER. It is the intent of this Agreement that there shall be no delay in the execution of the Work; therefore, written decisions or directions rendered by the ENGINEER as the OWNER's representative shall be promptly carried out, and any claim arising therefrom shall be resolved as provided in Article 7 Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the OWNER'S representative shall have the authority to issue written stop work orders whenever such stoppage may be necessary to insure the performance of the Work in accordance with the Contract Documents. 3 02 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE. The ENGINEER shall furnish the CONTRACTOR with four (4) copies of all Plans and Specifications without expense to the CONTRACTOR, and the CONTRACTOR shall keep one full size copy of the same constantly accessible on the job site, with the latest revisions noted thereon. The CONTRACTOR shall be responsible for preserving the Plans and Specifications, timely and accurately updated, for reference and review by the.OWNER or the ENGINEER and submittal of redlines during closeout. 3 03 PRELIMINARY APPROVAL. The ENGINEER shall not have the power to waive the obligations imposed under this Contract for the furnishing by the CONTRACTOR of new material of good quality, and for good and workmanlike performance'of the Work as herein described, and in full accordance with the Contract Documents, without alteration, deletion or change.No failure or omission of the OWNER'S representative to discover, object to or condemn any non-conforming or defective work or material, or to stop work, shall release the CONTRACTOR from the obligation to fully and properly perform the Contract, including without limitation, the obligation to at once remove and properly replace any defective work or material at any time prior to final acceptance, upon discovery of such non-conforming or defective work or material. Any questioned Work may be ordered taken up or removed for inspection by the ENGINEER prior to final acceptance, and if found not to be in accordance with the Contract Documents, all expense of removing, inspection and repair or replacement shall be borne by the CONTRACTOR, otherwise the expense thus incurred shall be allowed as Extra Work and shall be paid for by the OWNER,provided that where inspection or approval is specifically required by the Specifications prior to performance of certain work, should the CONTRACTOR proceed with such work without requesting prior inspection or approval, he shall bear all expense of taking up, removing and replacing this work if so directed by the ENGINEER. 06-2022 00700-6 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 3 04 INSPECTION BY ENGINEER. The ENGINEER will make periodic visits to the site to observe the progress and quality of the executed Work and to determine if such Work generally meets the essential performance and design features and the technical, functional /or engineering requirements of the Contract Documents, and is in all other respects being performed in compliance with the Contract Documents. However, the ENGINEER shall not be responsible for making any detailed, exhaustive, comprehensive or continuous on-site inspections to check the quality and/or quantity of the work, nor shall the ENGINEER be in any way responsible, directly or indirectly, for the construction means, methods, techniques, sequences, quality, procedures, programs, safety precautions or lack of same incident to the Work being performed or any part thereof. The ENGINEER shall use reasonable care to prevent deviation from the intent and substance of the Contract Documents by the CONTRACTOR in the performance of the Work and any part thereof and, on the basis of such on-site observations, will keep the OWNER informed of the progress of the work and will endeavor to guard the OWNER against defects and deficiencies in the Work of the CONTRACTOR. Notwithstanding any other provision of this Agreement or any other Contract Document, the ENGINEER shall not be in any way responsible or liable for any acts, errors, omissions or negligence of the CONTRACTOR, any subcontractors, agents, servants or employees or any other person, firm or corporation performing or attempting to perform any of the Work. 3 05 DETERMINATION OF QUESTIONS AND DISPUTES In order to prevent delays and disputes and to discourage litigation, it is agreed that the ENGINEER shall, in all cases, determine the quantities and qualities of the several kmds of Work, which are to be paid for under this Contract. The ENGINEER shall address all questions m relation to said Work and the construction thereof, as well as all claims, disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the Work or the interpretation of the Contract Documents. In the event the ENGINEER shall become aware of or shall receive information that there is a dispute or a possible dispute as to the reasonable interpretation of the terms and conditions of the Contract Documents, or any other dispute or question, the ENGINEER shall, within a reasonable time, provide a written interpretation of the Contract Documents or a written decision on all questions arising relative to the execution of the Work, copies of which shall be delivered to all parties to the Contract. If the CONTRACTOR or OWNER desires to take exception to any directions, order, interpretation or instructions of the ENGINEER, CONTRACTOR or OWNER shall present any such claim to the ENGINEER in accordance with the provisions of Section 7 07 3 06 RECOMMENDATION OF PAYMENT The ENGINEER shall review the CONTRACTOR's application for payment and supporting documents, shall determine the amount owed to the CONTRACTOR and shall provide written recommendation to the OWNER for payment to the CONTRACTOR in such amount. Such recommendation of payment to CONTRACTOR shall constitute a representation to the OWNER of the ENGINEER's judgment that the work has progressed to the point indicated, to the best of his knowledge, information and belief; however, such recommendation of an application for payment to CONTRACTOR shall not be deemed an acceptance of any defective or non-conforming Work. Any recommendation of payment by the ENGINEER shall be subject to OWNER's rights to withhold payment under Section 6 12 and as otherwise provided in the Contract. 06-2022 00700-7 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4 0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 4 01 INDEPENDENT CONTRACTOR. CONTRACTOR is, and shall remain, an independent contractor, solely responsible for the manner and method of completing the Work under this Contract, with full and exclusive power and authority to direct, supervise and control his own employees and to determine the means, method and manner of performing such Work, so long as such methods comply with the requirements of the Contract Documents, and do not adversely affect the completed improvements or any other property abutting or adjoining the Work area, the OWNER and ENGINEER being interested only in the result obtained and conformity of such completed improvements to the Plans, Specifications and Contract Documents. The fact that the OWNER or ENGINEER as the Owner's representative shall have the right to observe CONTRACTOR's work during his performance and to carry out the other prerogatives which are expressly reserved to and vested in the OWNER and the ENGINEER hereunder, is not intended to and shall not at any time change or affect the status of the CONTRACTOR as an independent contractor with respect to either the OWNER or the ENGINEER as the OWNER's representative or to the CONTRACTOR's own employees or to any other person, firm or corporation. 4 02 CONTRACTOR'S UNDERSTANDING It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and location of the Work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the Work, the general and local conditions, including but not limited to weather, access, lay down and storage areas, and all other matters which in any way affect the Work under this Contract. It is further understood that the CONTRACTOR has satisfied himself as to the terms, meaning, intent and requirements of all of the Contract Documents, and applicable laws, codes, regulations and ordinances. CONTRACTOR hereby warrants and represents that it has taken into consideration all of the foregoing factors, and CONTRACTOR shall perform the Work for the Contract Price and within the Contract Time. No verbal agreement or conversation with any officer, agent or employee of the OWNER or the ENGINEER, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. 4 03 LAWS AND ORDINANCES The CONTRACTOR shall at all times observe and comply with all federal, state or local laws, codes, ordinances, permits and regulations, regardless of whether the same are adopted before or after the execution of this Contract, which in any manner affect the Contract or the work, and shall indemnify, save and hold harmless the OWNER and the ENGINEER against any claim arising out of the violation of any such laws, ordinances and regulations, whether by the CONTRACTOR or his agents, employees, subcontractors or vendors. If the CONTRACTOR observes that the Plans and Specifications are at variance with federal or state laws or codes or the ordinances or regulations of the City, he shall promptly notify the ENGINEER in writing, and any necessary changes shall be made as provided in the Contract for changes in the work. If the CONTRACTOR performs any work knowing it to be contrary to such laws, codes, ordinances, rules or regulations, or if CONTRACTOR reasonably should have known of any such violation, and without such notice to the ENGINEER, CONTRACTOR shall bear all costs arising therefrom. The OWNER is a Political Subdivision of the State of Texas, and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the OWNER may enter into contracts, shall be controlling and shall be considered as part of this Contract to the same effect as though embodied herein. Neither the act 06-2022 00700-8 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT of OWNER entering into this Contract, nor OWNER's performance hereunder, shall constitute a waiver of any immunity from suit enjoyed by OWNER under applicable law, all such rights and defenses being hereby expressly reserved, notwithstanding any term or provision herein to the contrary The Code of Ordinances and other applicable regulations of the OWNER shall be deemed to be embodied in this Contract. The prevailing wage rates applicable to this Project shall be either Document 00811 — Wage Scale for Engineering Construction, or Document 00813 —Wage Scale for Building Construction, or both, as set out in the Project Manual. 4 04 ASSIGNMENT AND SUBLETTING The CONTRACTOR further agrees that he will retain personal control and will give his personal attention to the fulfillment of this Contract and that he will not assign, by power of attorney or otherwise, or sublet said Contract, or any rights, duties or obligations arising thereunder, in whole or in part, without the prior written consent of the OWNER, and that no part or feature of the Work will be sublet to anyone objectionable to the ENGINEER or the OWNER. In addition, the OWNER reserves the right to disapprove the subletting of this Contract or any portion hereof on any basis whatsoever The CONTRACTOR further agrees that the subletting of any portion or feature of the Work or materials required in the performance of this Contract shall not relieve the CONTRACTOR from his obligations to the OWNER, as provided for by this Agreement. 4 05 PERFORMANCE, PAYMENT AND MAINTENANCE BONDS In the event the Contract Price shall be in excess of $25,000 00, the CONTRACTOR shall execute separate Performance,Payment and Maintenance Bonds, each in the sum of one hundred percent(100%) of the Contract Price, and each in accordance with the provisions of Chapter 2253 of the Texas Government Code. If the Contract Price does not exceed $25,000 00, the statutory bonds will not be required. All required Bonds shall be payable to OWNER and on forms approved by the OWNER, and shall be executed by a corporate surety in accordance with Article 7 19-1 of the Texas Insurance Code. It is agreed that the Contract shall not be in effect until such original Performance, Payment and Maintenance Bonds are delivered to and approved by the OWNER. The cost of the premium for the Perfoiivance, Payment and Maintenance Bonds, should Maintenance Bonds be required, shall be included in the CONTRACTOR's Bid Proposal. All bonds shall be issued by Texas Department of Insurance approved surety compames 4 06 INSURANCE. The CONTRACTOR, at his own expense, shall procure, maintain and keep in force throughout the duration of the Work, and throughout the Guarantee Period, insurance as specified in Attachment No. 1 hereto with regard to Workers' Compensation Insurance, and as specified in Attachment No 3 hereto with regard to all other Insurance. Such insurance shall be carried with an insurance company licensed to transact business in the State of Texas and shall cover all operations in connection with this Contract, whether performed by the CONTRACTOR or a subcontractor, or others for whom CONTRACTOR is responsible. 4 07 PERMITS AND FEES Unless otherwise provided in the Contract Documents,the Contractor shall secure and pay for all permits, licenses, and inspections necessary for proper execution and completion of the Work, and which are legally required at the time bids are received. Permits required by the City of Pearland will be issued as a NO FEE permit. 4 08 TEXAS STATE SALES TAX. Materials incorporated into this project are exempt from State Sales according to provisions of the Texas Tax Code, Chapter 151, Subsection H. 06-2022 00700-9 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT The Contractor must obtain a limited sales, excise and use tax permit or exemption certificate which shall enable him to buy the materials to be incorporated into the Work without paying tax at due time of purchase. 4 09 CONTRACTOR'S DUTY AND SUPERINTENDENCE. The CONTRACTOR shall give adequate attention to the faithful prosecution and completion of this Contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to the ENGINEER as the OWNER'S representative. The superintendent shall represent the CONTRACTOR in his absence and shall act as the agent of the CONTRACTOR, and all directions given to him shall be binding as if given to the CONTRACTOR. Adequate supervision by competent and reasonable representatives of the CONTRACTOR is essential to the proper performance of the Work, and lack of such supervision shall be an act of default, and grounds for suspending operations of the CONTRACTOR. The Superintendent cannot be removed from the project without the consent of the Owner; the Superintendent must speak and understand the English language,the Superintendent must be on site when any work on the project is being done, even when a subcontractor is performing the work. The Work, from its commencement to completion, shall be under the exclusive charge and control of the CONTRACTOR, and all risk in connection therewith shall be borne by the CONTRACTOR. Neither the OWNER nor the ENGINEER as the OWNER's representative will be responsible for the acts or omissions of the CONTRACTOR, its subcontractors or any of its agents or employees, or any other persons performing any of the Work. 4 10 CHARACTER OF WORKERS The CONTRACTOR agrees to employ only orderly and competent workers, skillful in the performance of the type of work required under this Contract,to do the Work, and agrees that whenever the ENGINEER shall inform him in writing that any worker or workers on the Work are, in his opinion, incompetent,unfaithful or disorderly, or in the ENGINEER's opinion, are not using their best efforts for the progress of the Work, such worker or workers shall be discharged from the Work and shall not again be employed on the Work without the ENGINEER's written consent. OWNER reserves the right to bar any person, subcontractor, or supplier found to be incompetent, unfaithful, disorderly, or not using their best efforts to progress work or considered to be a threat to the health, safety and welfare to the project or workforce 411 LABOR, EQUIPMENT, MATERIALS, CONSTRUCTION PLANT, AND BUILDINGS The CONTRACTOR shall provide all labor, services, tools, equipment, machinery, supplies, facilities, utilities and materials necessary in the prosecution and completion of this Contract where it is not otherwise specifically provided that the OWNER shall furnish same, and further, the CONTRACTOR shall be responsible for the care, preservation, conservation and protection of all materials, supplies,machinery, equipment, tools, apparatus, accessories, facilities, all means of construction and any and all parts of the Work, whether the CONTRACTOR has been paid, partially paid or not paid for such Work, until the entire Work is completed and accepted. The building or placement of structures for housing workers or offices, or the erection of tents or other forms of protection, will be permitted only with the ENGINEER's written permission, and at 06-2022 00700- 10 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT such places as the ENGINEER shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the ENGINEER. Any structures of any nature constructed, placed or erected by the CONTRACTOR for the purposes herein set out, shall be the sole responsibility of the CONTRACTOR as to the proper erection, placement or construction thereof; and the CONTRACTOR agrees to indemnify and hold the ENGINEER or OWNER harmless from any claims of any nature whatsoever brought against either of them for damages allegedly sustained by anyone by reason of the erection, placement, construction or maintenance of CONTRACTOR's buildings or structures. 4 12 SANITATION Necessary sanitary conveniences for the use of laborers and others on the Work site, properly secluded from public observation, shall be constructed and maintained by the CONTRACTOR in such manner and at such points as shall be approved by the ENGINEER, and their use shall be strictly enforced. Any structures of any nature constructed or erected by the CONTRACTOR for the purposes herein set out, shall be the sole responsibility of the CONTRACTOR as to the proper erection or construction thereof, and the CONTRACTOR' agrees to indemnify and hold the ENGINEER and OWNER harmless from any claims of any nature whatsoever brought against either of them for damages allegedly sustained by anyone by reason of the erection, construction or maintenance of CONTRACTOR's buildings. 4 13 CLEANING AND MAINTENANCE. The CONTRACTOR shall at all times keep and maintain the premises free from accumulation of debris, trash and waste. The CONTRACTOR shall remove waste, debns and trash at the end of each work day CONTRACTOR shall remove all such debris, trash and waste, tools, scaffolding and surplus materials, and shall leave the Work broom-clean or its equivalent, upon completion of the Work. The Work shall be left in good order and condition. In case of dispute, the OWNER may remove the debris,trash,waste and surplus materials, and charge the cost to the CONTRACTOR. 4 14 PERFORMANCE OF WORK. It is further agreed that it is the intent of this { Contract that all Work must be done and all material must be furnished in accordance with the generally accepted practice for such materials furnished or work completed, unless otherwise provided in the Contract Documents. 4 15 RIGHT OF OWNER TO ACCELERATE THE WORK. If at any time the methods or equipment used by the CONTRACTOR, or the work force supplied are found to be inadequate to achieve the progress required to Substantially Complete the Work within the Contract Time, the OWNER or the ENGINEER as the OWNER's representative, may order the CONTRACTOR in writing to supplement its forces and/or equipment, or work shifts or overtime, or otherwise improve its efficiency and rate of progress to achieve Substantial Completion of the Work within the Contract Time, and the CONTRACTOR shall comply with such order, at its own cost and expense. 416 LAYOUT OF WORK. Except as specifically provided herein, the CONTRACTOR shall be responsible for laying out work by means of construction surveying and shall accomplish this work in a manner acceptable to the ENGINEER and in conformance with the Contract Documents. 4 17 SHOP DRAWINGS The CONTRACTOR shall submit to the ENGINEER, with such promptness as to cause no delay in his own Work or in that of any other contractor, six (6) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules 06-2022 00700- 11 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT required for the work of the various trades. Contractor will check and approve shop drawings for compliance with requirements of Contract Documents and will so certify by stamp on each drawing prior to submittal to ENGINEER. Any drawings submitted without Contractor's stamp of approval will not be considered and will be returned to him for proper submission. The ENGINEER shall pass upon them with reasonable promptness,indicating desired corrections The CONTRACTOR shall make any corrections required by the ENGINEER, file with him two (2) corrected copies and furnish such other copies as may be needed. The ENGINEER's approval of such drawmgs or schedules shall not relieve the CONTRACTOR from responsibility for deviations from the Contract Documents, unless he has, in writing, called the ENGINEER's attention to such deviations at the time of the submission, and the ENGINEER has acknowledged and accepted such deviations m writing, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR's responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required Contract Work in accordance with the Contract Documents, and within the Contract Time. Such review by the ENGINEER shall be for the sole purpose of determining the apparent sufficiency of said drawings or schedules to result in finished improvements in conformity with the Contract Documents, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONTRACTOR's performance hereunder, and any action taken by the ENGINEER shall not relieve the CONTRACTOR of his responsibility and liability to comply with the Contract Documents. OWNER, CONSTRUCTION MANAGER, ENGINEER, and CONTRACTOR shall make all submittals, review comments, notes, corrections, schedules and updates, testing results, payment applications, instructions and other communications by means of the OWNER'S Pro-Trak. The OWNER, ENGINEER and CONTRACTOR shall each retain such hard copies form this system as are required for their specific record keeping requirements. No documents shall be removed from this system or destroyed except those being replaced by the systems protocols as a latest version document. All requirements for written communications, submittals, comments, instructions or other documents processed by means of this system shall have the same legal or time sensitive status as if they had been hand delivered in hard copy to their intended addressee. 4 18 ENGINEER-CONTRACTOR RELATIONSHIP; OBSERVATIONS It is agreed by the CONTRACTOR that the ENGINEER, as the OWNER's representative, shall be and is hereby authorized to appoint such subordinate engineers, representatives or observers as the said ENGINEER may from time to time deem proper to observe the materials furnished and the Work done under this Agreement. The CONTRACTOR shall furnish all reasonable aid and assistance required by the subordinate engineers, representatives or observers for the proper observation and examination of the work. The CONTRACTOR shall regard and obey the directions and instructions of any subordinate engineers, representatives or observers so appointed, when such directions and instructions are consistent with the obligations of this Agreement and the Contract Documents, provided, however, should the CONTRACTOR object to any orders by any 06-2022 00700-12 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT subordinate engineer, representative or observer, the CONTRACTOR may, within three (3) days, make written appeal to the ENGINEER for his decision. 4 19 OBSERVATION AND TESTING The OWNER or the ENGINEER as the OWNER's representative shall have the right at all reasonable times to observe, inspect and test the Work. The CONTRACTOR shall make all necessary arrangements and provide proper facilities and access for such observation, inspection and testing at any location wherever Work is in preparation or progress. The CONTRACTOR shall ascertain the scope of any observation, inspection or testing which may be contemplated by the OWNER or the ENGINEER and shall give ample notice as to the time each part of the Work will be ready for such observation, inspection or testing. The OWNER or the ENGINEER may reject any Work found to be defective or not in accordance with the Contract Documents, regardless of the stage of its completion or the time or place of discovery of such deficiencies, and regardless of whether the ENGINEER has previously accepted the Work through oversight or otherwise. If any Work is covered without approval or consent of the OWNER, it must, if requested by the OWNER or the ENGINEER, be uncovered for examination, at the sole expense of the CONTRACTOR. In the event that any part of the Work is being fabricated or manufactured at a location where it is not convenient for the OWNER or the ENGINEER to make observations of such Work or require testing of said Work, then in such event, the OWNER or the ENGINEER may require the CONTRACTOR to furnish the OWNER or the ENGINEER with certificates of inspection, testing or approval made by independent persons competent to perform such tasks at the location where that part of the work is bemg manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the Contract Documents. If any Work, which is required to be inspected, tested or approved, is covered up without written approval or consent of the OWNER or the ENGINEER, it must, if requested by the OWNER or the ENGINEER, be uncovered for observation and testing, at the sole expense of the CONTRACTOR. The cost of all such inspections, tests and approvals shall be borne by the CONTRACTOR unless otherwise provided herein. Any Work which fails to meet the requirements of such tests, inspections or approval, and any Work which meets the requirements of any such tests or approval but does not meet the requirements of the Contract Documents shall be considered defective. Such defective Work and any other work affected thereby shall be corrected at the CONTRACTOR'S expense. Neither observations by the OWNER or by the ENGINEER, nor inspections, certifications, tests or approvals made by the OWNER, the ENGINEER or other persons authorized under this Agreement to make such inspections, tests or approvals, shall relieve the CONTRACTOR from his obligation to perform the Work in accordance with the requirements of the Contract Documents. 4.20 DEFECTS AND THEIR REMEDIES It is further agreed that if the Work or any part thereof or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the ENGINEER as unsuitable or not in conformity with the Contract Documents, the CONTRACTOR shall, after receipt of written notice thereof from the ENGINEER, forthwith remove such material and rebuild or otherwise remedy such Work so that it shall be in full accordance with this Contract, It is further agreed that any such remedial action contemplated herein shall be at CONTRACTOR's expense. 06-2022 00700- 13 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.21 LIABILITY FOR PROPER PERFORMANCE. Engineering construction drawings and specifications, as well as any additional instructions and information concerning the Work to be perfoiiued, passmg from or through the ENGINEER, shall not be interpreted as requiring or allowing the CONTRACTOR to deviate from the Contract Documents, the intent of such drawings, specifications and any other such instructions being to define with particularity the agreement of the parties as to Work the CONTRACTOR is to perform. CONTRACTOR shall be fully and completely liable and contractually bound, at his own expense, for design, construction, installation and use or non-use of all items and methods incident to the performance of the Contract, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, similar items or devices used by him during construction, and work performed either directly or incident to construction, and for all loss, damage or injury incident thereto, either to person or property, whether such damage be suffered by the ENGINEER,the OWNER or any other person not a party to this Contract. Any review of Work in progress or any visit or observation during construction, or any clarification of Contract Documents by the ENGINEER or OWNER, or any agent, employee or representative of either of them, whether through personal observation on the Project site or by means of approval of shop drawings for construction or construction processes, or by other means or methods, is agreed by the CONTRACTOR to be for the purpose of observing the extent and nature of Work completed or being performed, as measured against the Contract Documents, or for the purpose of enabling the CONTRACTOR to more fully understand the Contract Documents so that the completed construction Work will conform thereto, and shall in no way relieve the CONTRACTOR from full and complete responsibility for proper performance of his Work on the Project, including, without limitation,the propriety of means and methods of the CONTRACTOR in performing said Contract, and the adequacy of any designs, plans or other facilities for accomplishing such performance. Any action by the ENGINEER or the OWNER in visiting or observing during construction, or any clarification of Contract Documents shall not constitute a waiver of CONTRACTOR'S liability for damages as herein set out. Deviation by the CONTRACTOR from Contract Documents, whether called to the CONTRACTOR's attention or not, shall in no way relieve CONTRACTOR from his responsibility to complete all work m accordance with said Contract Documents, and further shall not relieve CONTRACTOR of his liability for loss, damage or injury as herein set out. 4.22 PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC The CONTRACTOR shall be solely responsible for the safety of himself, his employees and persons entering the project site, as well as for the protection of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder The CONTRACTOR shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the Work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded, as a minimum, in accordance with the 1"Manual of Accident Prevention in Construction" of the Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The CONTRACTOR shall provide all necessary machinery guards, safe walkways, ladders, bridges, gangplanks, barricades, fences,traffic control,warning signs and other safety devices. 06-2022 00700- 14 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT No alcoholic beverages, non-prescription drugs, or unsafe practices shall be allowed on the Work site. CONTRACTOR shall dismiss anyone participating in any of the above from the Work site for the duration of the Project. Only prescription drug uses with a doctor's authorization to perform construction activities shall be allowed on the Work site. Violation of this provision is a default under the Contract. The use, possession, sale, transfer, purchase or being under the influence of alcohol, drugs or any other illegal or unlawful substance by CONTRACTOR or CONTRACTOR's employees, or CONTRACTOR's subcontractors and employees at any time at the Work site or while on company business is prohibited. CONTRACTOR shall institute and enforce appropriate drug testing guidelines and program. All accidents or injuries to CONTRACTOR's employees working on the job site must be reported verbally and in writing to the ENGINEER immediately, and within no more than eight (8)hours. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR, in his sole discretion as an independent contractor Inclusion of this paragraph in the Agreement, as well as any notice which may be given by the OWNER or the ENGINEER as the OWNER's representative concerning omissions under thus paragraph as the Work progresses, are intended as reminders to the CONTRACTOR of his duty and shall not be construed as any assumption of duty by ENGINEER, or OWNER's representative to supervise safety precautions by either the CONTRACTOR or any of his subcontractors. 4.23 PROTECTION OF ADJOINING PROPERTY The CONTRACTOR shall employ proper means to protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction, and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent or adjoining property THE CONTRACTOR AGREES TO INDEMNIFY, DEFEND, SAVE AND HOLD HARMLESS THE CONSTRUCTION MANAGER, OWNER AND ENGINEER AGAINST ANY CLAIM OR CLAIMS FOR DAMAGES, LOSS, COSTS OR EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, DUE TO ANY INJURY TO ANY ADJACENT OR ADJOINING PROPERTY, ARISING OR GROWING OUT OF THE PERFORMANCE OF THE CONTRACT, REGARDLESS OF WHETHER OR NOT SUCH DAMAGE, LOSS, COST OR EXPENSE IS CAUSED IN PART BY THE NEGLIGENCE, GROSS NEGLIGENCE OR STRICT LIABILITY OF OWNER AND/OR ENGINEER. 4.24 PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES THE CONTRACTOR AGREES THAT HE WILL PROMPTLY PAY WHEN DUE, AND WILL INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL CLAIMS GROWING OUT OF THE DEMANDS OF SUBCONTRACTORS, LABORERS, WORKERS, MECHANICS, MATERIALMEN AND FURNISHERS OF MACHINERY AND PARTS THEREOF, EQUIPMENT, POWER TOOLS AND ALL SUPPLTES, INCLUDING COMMISSARY, INCURRED IN THE FURTHERANCE OF THE PERFORMANCE OF THIS CONTRACT When so desired by the OWNER, the CONTRACTOR shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If the CONTRACTOR fails to do so, then the OWNER may, at the option of the OWNER, either pay directly any unpaid bills of which the OWNER has written notice, or withhold from the CONTRACTOR's unpaid compensation a sum of money deemed reasonably 06-2022 00700- 15 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT sufficient to liquidate any and all such claims until satisfactory evidence is furnished that all - liabilities have been fully discharged, whereupon payments to the CONTRACTOR shall be resumed in full,in accordance with the terms of this Contract. Any and all communications between any parties under this paragraph shall be m writing. Nothing contained in this paragraph or this Agreement shall create, establish or impose any relationship, contractual or otherwise,between OWNER and any subcontractor,laborer or supplier of CONTRACTOR, nor shall it create, establish or impose any duty upon OWNER to pay or to see to the payment of any subcontractor,laborer or supplier of CONTRACTOR. 4.25 PRO 1'ECTION AGAINST ROYALTIES OR PATENTED INVENTION The CONTRACTOR shall pay all royalties and license fees and shall provide for the use of any design, device, material or process covered by letters patent or copyright, by suitable legal agreement with the patentee or owner thereof THE CONTRACTOR SHALL DEFEND ALL SUITS OR CLAIMS FOR INFRINGEMENT OF ANY PATENT OR COPYRIGHT AND SHALL INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY LOSS OR LIABILITY ON ACCOUNT THEREOF, EXCEPT SUCH SUITS AND CLAIMS ARISING OUT OF A PARTICULAR DESIGN, DEVICE, MATERIAL OR PROCESS OR THE PRODUCT OF A PARTICULAR MANUFACTURER OR MANUFACTURERS SPECIFIED OR REQUIRED BY THE OWNER, PROVIDED, HOWEVER, IF CHOICE OF ALTERNATE DESIGN, DEVICE, MATERIAL OR PROCESS IS ALLOWED TO THE CONTRACTOR, OR IF CONTRACTOR KNEW OR SHOULD HAVE KNOWN OF THE PATENT OR COPYRIGHT AND FAILED TO PROMPTLY NOTIFY OWNER IN WRITING, THEN THE CONTRACTOR SHALL INDEMNIFY, DEFEND, SAVE AND HOLD THE OWNER HARMLESS FROM ANY LOSS OR LIABILITY ON ACCOUNT THEREOF 4.26 INDEMNIFICATION THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ENGINEER AND THE OWNER HARMLESS FROM ANY CLAIMS OR DEMANDS OF ANY NATURE WHATSOEVER MADE BY ANY EMPLOYEE, EMPLOYEES, AGENTS OR SUBCONTRACTORS OF CONTRACTOR, OR BY ANY UNION, TRADE ASSOCIATION, WORKER'S ASSOCIATION OR OTHER GROUPS, ASSOCIATIONS OR INDIVIDUALS,ALLEGEDLY REPRESENTING EMPLOYEES OF THE CONTRACTOR, IN ANY DISPUTE BETWEEN THE CONTRACTOR AND HIS EMPLOYEES, DIRECTLY OR INDIRECTLY INVOLVING, GROWING OUT OF OR ARISING FROM CLAIMS BY SUCH EMPLOYEES FOR WAGES, SALARY, COMPENSATION, BENEFITS, WORKING CONDITIONS OR ANY OTHER SIMILAR COMPLAINT OR CLAIM WHICH MAY BE MADE. THE CONTRACTOR, HIS SURETIES AND INSURANCE CARRIERS SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ENGINEER AND THEIR RESPECTIVE OFFICERS, REPRESENTATIVES, AGENTS AND EMPLOYEES FROM AND AGAINST ALL DAMAGES, CLAIMS, LOSSES, DEMANDS, SUITS, LIABILITIES, JUDGMENTS AND COSTS OF ANY CHARACTER WHATSOEVER, INCLUDING REASONABLE ATTORNEY'S FEES AND EXPENSES, AND SHALL BE REQUIRED TO PAY ANY JUDGMENT THEREFOR, WITH COSTS, WHICH MAY BE OBTAINED AGAINST THE OWNER AND/OR THE ENGINEER OR ANY OF THEIR OFFICERS, REPRESENTATIVES, AGENTS OR EMPLOYEES, ARISING OUT OF OR RESULTING FROM OR ALLEGEDLY ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 06-2022 00700- 16 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT OF THE WORK, PROVIDED THAT ANY SUCH DAMAGES, CLAIM, LOSS, DEMAND, SUIT, LIABILITY, JUDGMENT, COST OR EXPENSE (A) ARISES OUT OF OR RESULTS FROM IN WHOLE OR IN PART, OR ALLEGEDLY ARISES OUT OF OR RESULTS FROM IN WHOLE OR IN PART, ANY BREACH OF THIS AGREEMENT OR BREACH OF WARRANTY BY CONTRACTOR, OR (B) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY, INCLUDING THE LOSS OF USE RESULTING THEREFROM,AND IS CAUSED IN WHOLE OR IN PART OR IS ALLEGEDLY CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, THEIR AGENTS OR EMPLOYEES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY ONE OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART OR ALLEGEDLY CAUSED IN PART BY THE NEGLIGENCE, GROSS NEGLIGENCE OR STRICT LIABILITY OF OWNER, ENGINEER AND/OR A PARTY INDEMNIFIED HEREUNDER. Notwithstanding the foregoing or anything in the Agreement to the contrary, in accordance with the provisions of Section 130 002 of the Texas Civil Practice and Remedies Code, CONTRACTOR shall not be obligated to indemnify or hold harmless the ENGINEER, his agents, servants or employees, from liability for damage that is caused by or results from defects in plans, designs or specifications prepared, approved or used by the ENGINEER, or negligence of the ENGINEER in the rendition or conduct of professional duties called for or arising out of any construction contract and the plans, designs or specifications that are a part of the construction contract, and arises from personal injury or death, property injury, or any other expense that arises from personal injury, death, or property injury This indemnity agreement is a continuing obligation, and shall survive notwithstanding completion of the Work, Final Payment, expiration of the warranty period, termination of the Contract, and abandonment or takeover of the Work. CONTRACTOR's indemnification obligations hereunder shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the CONTRACTOR or a subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts, and shall not be limited by any limitation on amounts or coverage of insurance provided or to be provided under this Contract. 4.27 LOSSES FROM NATURAL CAUSES All loss, cost, expense or damage to the CONTRACTOR arising out of the nature of the Work to be done or from any unforeseen circumstances in the prosecution of the same, or from the action of the elements, or from unusual obstructions or difficulties which may be encountered in the prosecution of the Work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. 06-2022 00700- 17 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.28 GUARANTEE. The CONTRACTOR hereby guarantees all the Work under the Contract to be free from defects or deficiencies in material in every particular and free from defects or deficiencies in workmanship, and against unusual damage from proper and usual use, and agrees to replace or to re-execute without cost to the OWNER such Work as may be found to be defective, deficient or otherwise not in conformance with the Contract Documents, and to make good all damages caused to other work or material, due to such defective Work or due to its required replacement or re-execution. This guarantee shall cover a period of one year from the date of Substantial Completion or Partial Substantial Completion of Work under the Contract, as evidenced by the Certificate of Substantial Completion. Neither the Certificate of Substantial Completion, Final Payment, nor any provision in the Contract Documents shall relieve the CONTRACTOR of the responsibility for defective, deficient or non-conforming material or workmanship during the period covered by the guarantee. The one-year period of guarantee will not limit the OWNER'S other rights under common law with respect to any defects, deficiencies or non-conforming Work discovered after one year If this one-year guarantee conflicts with other warranties or guarantees,the longer period of warranty or guarantee will govern. 5.0 PROSECUTION AND PROGRESS 5 01 TIME AND ORDER OF COMPLETION It is the meamng and intent of this Contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his Work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to economy of construction, provided, however, that the order and the time of prosecution shall be such that the Work shall be Substantially Completed as a whole and in part, in accordance with this Contract and the Contract Time, provided, also, that when the OWNER is having other work done, either by contract or by his own forces,the ENGINEER may direct the time and manner of constructing the Work done under this Contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized, and the CONTRACTOR shall fully cooperate and coordinate its Work with OWNER or such other contractors The CONTRACTOR shall submit, an updated schedule with every pay estimate for review by the ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the Work, with dates on which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. Such schedules shall show completion of the Work within the Contract Time, and/or shall show such recovery efforts as CONTRACTOR mtends to undertake in the event Substantial Completion of the Work is delayed. 5 02 EXTENSION OF TIME. The CONTRACTOR.agrees that he has submitted his Bid Proposal in full recognition of the time required for the completion of this Project, taking mto consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions as hereinafter set forth, and that he shall not be entitled to, nor will he request, an extension of time on this Contract, except when Substantial Completion of the Work has been delayed solely by strikes, lockouts, fires,Acts of God, or by any other cause which the ENGINEER shall decide justifies the delay The CONTRACTOR shall give the ENGINEER prompt notice, in writing and within three (3) days of the start of any such delay, of the cause of any such delay, and its estimated effect on the Work ;and the schedule for completion of the Work. Upon receipt of a written request for an extension of the Contract Time from the CONTRACTOR, supported by relevant and all requested documentation, the ENGINEER shall submit such written request, together with his written recommendation, to the 06-2022 00700- 18 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT OWNER for consideration. If the delay is not attributable in whole or in part to any act or omission of CONTRACTOR, its subcontractors or suppliers, and if the OWNER determines that CONTRACTOR is entitled to an extension of time under the terms of the Contract, the OWNER shall grant an extension of time for Substantial Completion of the Work, sufficient to compensate for the delay, and such extension of time shall be CONTRACTOR's sole and exclusive remedy, except as may be otherwise provided herein. No extensions of Contract Time shall be made for delays occurring prior to the Contractor's mobilization as defined in Section 01505 MOBILIZATION The Contract Time as defined in the Bid Proposal and other sections herein incorporates 40 Rain Days per calendar year or an average of 3.33 days per calendar month. The CONTRACTOR is required to keep record of all weather related delays and to submit the monthly count on each Pay Application. The Owner's Representative shall review and sign off on this record as a part of the Pay Application approval process every month. If, during preparation of the Balancing Change Order, the status of the work progress requires an extension of the Contract Time, Impact Days shall be added to the Completion Date equal to the total number of Weather or Impact Days approved less the original 40 days resident in the original Contract Time. The Addition of Weather or Impact Days will only alter the Contract Time when added by Change Order If the Work is completed prior to the Completion Date, No Days will be added. The addition of Weather or Impact Days shall be the CONTRACTOR's sole remedy for delays to the completion of the Work and their addition to the Contract Time shall not affect the Contract Price through any "per diem" adjustment to the General Conditions costs, Temporary Facilities costs or any other costs associated with the extension of the Contract Time. 5 03 HINDRANCES AND DELAYS In executing the Contract, the CONTRACTOR agrees that in undertaking to complete the Work within the time herein fixed, he has taken into consideration and made allowances for all interference, disruption, hindrances and delays incident to such Work, whether growing out of delays in securing material, workmen or otherwise. No claim shall be made by the CONTRACTOR for damages, loss, costs or expense resulting from interference, disruption, hindrances or delays from any cause during the progress of any portion of the Work embraced in this Contract, except where the Work is stopped or suspended by order of the OWNER's representative and such stoppage or suspension is not attributable to any act or omission of CONTRACTOR. 5 04 SUSPENSION OF WORK. OWNER may, without cause, order the CONTRACTOR in writing to suspend the Work, in whole or in part, for such period of time as OWNER may request. The Contract Price and/or Contract Time shall be adjusted for any increase in the cost of or the time required for performance of the Work caused by such suspension. No adjustment shall be made to the extent performance was or would have been suspended by a cause for which CONTRACTOR is responsible, or to the extent an adjustment is made or denied under another provision of the Contract Documents. 5 05 LIQUIDATED DAMAGES FOR DELAY It is understood and agreed that time is of the essence, and that the CONTRACTOR will commence the Work on the date specified herein or in any Notice to Proceed, and will Substantially Complete the Work within the Contract Time. It is expressly understood and agreed, by and between the CONTRACTOR and the OWNER, that the time for the Substantial Completion of the Work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality The CONTRACTOR further agrees that a failure to complete on time will cause damage to the OWNER and that such damages 06-2022 00700- 19 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT cannot be accurately measured or that ascertainment will be difficult. Therefore, the parties agree that for each and every calendar day the Work or any portion thereof shall remain uncompleted after the expiration of the Contract Time, the CONTRACTOR shall pay, as liquidated damages and as a reasonable estimate of OWNER's damages, and not as a penalty,the amount set out in the Standard Form of Agreement. However, the foregoing agreement as to liquidated damages constitutes only an agreement by the OWNER and the CONTRACTOR as to the amount of damages which the OWNER will sustain by reason of the CONTRACTOR'S failure to complete the work within the Contract Time. Should the OWNER suffer damage by reason of any other breach by CONTRACTOR, the OWNER may recover such actual damages in addition to any liquidated damages due. The OWNER shall have the right to deduct and withhold the amount of any and all such damages whether it be the minimum amount stipulated above or otherwise, from any monies owing by it to said CONTRACTOR, or the OWNER may recover such amount from the CONTRACTOR and the sureties of his bond, all of such remedies shall be cumulative and the OWNER shall not be required to elect any one nor be deemed to have made an election by proceeding to enforce any one remedy 5 06 CHANGE OF CONTRACT TIME. The Contract Time may only be changed by a Change Order Any claim for an adjustment of Contract Time shall be based on written notice delivered by the party making such claim to the other party and to the ENGINEER promptly, but in no event later than ten(10) days after the event-giving rise to the claim. Notice of the extent of the claim, along with supporting data, shall be delivered within thirty (30) days of the occurrence and shall be accompanied by the claimant's written representation that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in Contract Time shall be determined by the ENGINEER in accordance with the requirements of this paragraph. Contractor shall submit, as a minimum,the following data. A. Information showing that the time requested is not included m the existing Contract and m addition to the Contract. B Information documentmg that the number of days requested is accurate for the event. C Revised, current construction schedule showing that the time requested affects the project's critical path. 5 07 DELAYS BEYOND OWNER'S AND CONTRACTOR'S CONTROL Where CONTRACTOR is prevented from completing any part of the Work within the Contract Time due to delays beyond the control of the OWNER and the CONTRACTOR, including, but not limited to, interference by utility owners or other contractors performing other work, Contractor shall be entitled to an extension of the Contract Time in an amount equal to the time lost. CONTRACTOR shall not be entitled to any increase in Contract Price as a result of such delays. IN NO EVENT SHALL OWNER BE LIABLE TO CONTRACTOR FOR DAMAGES ARISING OUT OF OR RESULTING FROM (i) Delays caused by, or within the control of, the CONTRACTOR, or (ii) Delays beyond the control of both parties including, but not limited to, interference by utility owners or other contractors performing other work, fires, floods, epidemics, abnormal weather conditions, acts of God, even if such delays are due in part to the negligence, other fault,breach of contract or warranty, violation of the Texas Deceptive Trade Act, or strict liability without regard 06-2022 00700-20 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT to fault of OWNER. An extension of Contract time shall be CONTRACTOR's sole and exclusive remedy for any such delays. Delays attributed to, and within the control of; a Subcontractor or Supplier shall be deemed to be delays within the control of the CONTRACTOR. 6.0 MEASUREMENT AND PAYMENT 6 01 DISCREPANCIES AND OMISSIONS. If the CONTRACTOR knows or reasonably should have known of any discrepancies or omissions in the Contract Documents, he shall notify the ENGINEER and obtain a clarification by Addendum before the bids are received, and if no such request is received by the ENGINEER prior to the opening of bids, then it shall be considered that the CONTRACTOR fully understands the Work to be performed and has provided sufficient sums in his Bid Proposal to complete the Work in accordance with the Contract Documents. It is further understood that any request for clarification must be submitted no later than five(5) days prior to the opening of bids. 6 02 QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured and/or computed length, area, volume, number and weight only shall be considered,unless otherwise specifically provided. 6 03 ESTIMATED QUANTITIES This Agreement, mcludmg the Contract Documents, and including any estimates contained therein, is intended to convey all Work to be done and material to be furnished hereunder Where the estimated quantities are shown for the various classes of Work to be done and material to be furnished under this Contract, they are approximate and are to be used only as a basis for estimating the probable cost of the Work and for comparing the Bid Proposals offered for the Work. It is understood and agreed that the actual amount of Work to be done and the materials to be furnished under this Contract may differ from the estimates and that the items listed or estimated quantities stated, and/or any difference between estimated and actual Work, shall not give rise to a claim by the CONTRACTOR against the OWNER for loss, cost, expense, damages,unit price adjustment, quantity differences,unrecovered overhead or lost or anticipated profits, or other compensation. 6 04 PRICE OF WORK. It is agreed that it is the intent of this Contract that all Work described in the Bid Proposal, and Contract Documents, is to be done for the prices bid by the CONTRACTOR and that such prices shall include all appurtenances necessary to complete the Work in accordance with the intent of these Contract Documents as interpreted by the ENGINEER, and all costs, expenses, bond and insurance premiums, taxes, overhead, and profit. In consideration of the furnishing of all the necessary labor, equipment and material and the completion of all Work by the CONTRACTOR, and upon the completion of all Work and the delivery of all materials embraced in this Contract in full conformity with the Contract Documents, the OWNER agrees to pay to the CONTRACTOR the prices set forth in the Standard Fours of Agreement, OWNER and CONTRACTOR agree that the Contract is a unit cost agreement, unless stated otherwise, and that the final Contract amount is equal to the unit cost multiplied by the number of units authorized,installed and approved by the Owner The OWNER does not assume any obligation to pay for any services or material not actually authorized and used. The CONTRACTOR hereby agrees to receive such prices as payment in full for furnishing all materials and all labor required for the aforesaid Work, and for all expenses incurred by him, and for full performance of the Work and the whole thereof in the 06-2022 00700-21 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT manner and according to this Agreement, Contract Documents, and the requirements of the ENGINEER. 6 05 PAYMENTS No payments made or approvals or certificates given shall be considered as conclusive evidence of the performance of the Contract, either in whole or in part, nor shall any certificate, approval or payment be considered as acceptance of defective, deficient or non-conforming Work. CONTRACTOR shall, at any time requested during the progress of the Work, furnish the OWNER or the ENGINEER with an affidavit showing the CONTRACTOR's total outstanding indebtedness in connection with the Work. Before Final Payment is made, the CONTRACTOR shall satisfy the OWNER, by affidavit or otherwise, that there are no unpaid claims due subcontractors, suppliers or laborers by reason of any Work under the Contract. Acceptance by CONTRACTOR of Final Payment shall constitute a waiver of any and all claims of whatsoever nature against OWNER, arising out of or related to the Contract, or the Work, or any acts or omissions of OWNER or ENGINEER, which have not theretofore been timely filed as provided in this Contract. 6 06 PARTIAL PAYMENTS When the Contract Price is a lump sum amount,prior to the first Application for Payment, CONTRACTOR shall submit to ENGINEER for review and approval a Schedule of Values, which shall fairly allocate the entire Contract Price among the various portions of the Work and shall be prepared in such form and supported by such data to substantiate its accuracy as the ENGINEER may reasonably require. The Schedule of Values shall follow the trade divisions of the Specifications so far as practicable. Upon approval, this Schedule of Values shall be used by ENGINEER as the basis for reviewing the Contractor's Application for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. When the Contract Price is based on Unit Costs the Contractor shall utilize the Bid Form Quantities and Unit Costs as the basis of the Pay Application. The Contractor shall develop individual Pay Applications by accurately recording in progressive order the total accumulated number of units of work (line items) performed in the Pay Application multiplying that quantity by the agreed Contract Unit Price to derive a progressive total for each line item of the Work, If, at any time during the performance of the WORK, the performed quantity, exceeds the CONTRACT quantity, the CONTRACTOR shall notify the ENGINEER and the OWNER of the pending discrepancy prior to submitting the Pay Application. On or before the tenth day of each month, the CONTRACTOR shall prepare and submit to the ENGINEER, for approval or correction, an application for partial payment, being a statement showing as completely as practicable, the agreed unit quantities and extended total value of the Work performed by the CONTRACTOR up to and including the twenty-fifth day of the preceding month, said statement shall also include the value of all conforming materials to be fabricated into the Work and stored in accordance with manufacturer's recommendations and as approved by the OWNER or ENGINEER at the Work site only No payment will be made for materials stored until OWNER has approved m writing storage at the Work site. The ENGINEER shall then review such Schedule of Values or statement of unit quantities and application for partial payment and the progress of the Work made by the CONTRACTOR and, within ten days after the date ENGINEER receives CONTRACTOR's application for payment, if the application is found to be accurate and correct and the WORK conforming to the requirements of the, Contract Documents, the ENGINEER shall certify the application for partial payment and shall deliver his preliminary certification for payment to the OWNER and the CONTRACTOR, or, if the ENGINEER or OWNER finds that CONTRACTOR's application for payment contains an error or is otherwise 06-2022 00700-22 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT disputed,the OWNER shall notify CONTRACTOR of such error or dispute in writing by issuance of a Notification Of Error requesting the correction of the application for payment identifying those items deemed to be in error The contractual time for the ENGINEER'S and OWNER'S review, approval and processing for payment of the Pay Application shall reset once the CONTRACTOR re-submits a corrected Application for Payment. ENGINEER'S or OWNER'S Notification of Error to CONTRACTOR that a bona fide dispute for payment exists shall include a list of the specific reasons for nonpayment or required corrections. All payment applications made by CONTRACTOR and delivered to ENGINEER and all verifications and certification of such applications shall be made and transmitted within the project management system and signed with the appropriate electronic signatures as provided for in the software Such applications for payment shall not be considered complete unless accompanied by the CONTRACTOR'S Partial Waiver of Lien and Payment Affidavit, Section 00615, duly executed by an authorized representative of the CONTRACTOR and reflecting the correct corresponding amount of the payment application. Upon receipt of a Correct and Approved Application for Payment the OWNER shall then pay the CONTRACTOR, within thirty (30) days of the date of ENGINEER's receipt of the application for payment, the undisputed balance due, less applicable retamage, and further less all previous payments and all further sums that may be retained or withheld by the OWNER under the terms of this Agreement. CONTRACTOR may submit a corrected application for payment after its receipt of the ENGINEER's notice of error or dispute, and such corrected application for payment shall be reviewed by the ENGINEER and disputed or paid under the same procedure and within the same time limits set out above. As a condition of any progress payment under this Agreement, CONTRACTOR shall execute and deliver to ENGINEER and OWNER a full release of all claims, direct or indirect, at law or in equity, arising out of or related to the Work to date, excluding retamage or any claims previously submitted as required under the terms of the Contract, and specifically identified and excluded by CONTRACTOR in the release. OWNER shall be entitled to retain from each progress payment five percent (5%) of the amount thereof. Such retainage shall be retained until Final Completion and satisfaction of all conditions for Final Payment. It is understood, however, that in case the whole Work be near to completion, as certified by the ENGINEER, and some unexpected or unusual delay occurs, through no neglect or fault on the part of the CONTRACTOR, the OWNER may, upon written recommendation of the ENGINEER, pay a reasonable and equitable portion of the retained percentage to the 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, at the OWNER'S option, payment of the balance due him under the Contract for Work completed in accordance with the Contract Documents, subject to OWNER's rights to otherwise withhold or retain payments, and subject to the conditions set forth under"6 09 FINAL PAYMENT" The Owner at its option and in compliance with Texas law may reduce retamage to less than the above-stated percentages. 6 07 USE OF COMPLETED PORTIONS & PUNCHLIST The OWNER shall have the right to take possession of and use any completed or partially completed portions of the Work, notwithstanding that the time for completing the entire work or such portions may not have expired, but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use increases the cost of or 06-2022 00700-23 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT delays the Work, the CONTRACTOR shall promptly and within three (3) days of OWNER's taking possession, give OWNER written notice of same, and CONTRACTOR may be entitled to such extra compensation or extension of time, or both, as may be determined in accordance with the provisions of this Agreement. 6 08 SUBSTANTIAL COMPLETION The CONTRACTOR shall notify the OWNER AND ENGINEER, by letter executed by a duly qualified officer of CONTRACTOR that in CONTRACTOR's opinion, the Work of the Contract, or an agreed portion thereof, is "Substantially Complete" Such notification shall include a list of all outstanding or incomplete items. Upon receipt, and within a reasonable time thereafter, of such notice, the ENGINEER and the CONTRACTOR shall jointly perform a walk-through and inspection of the Work to determine the status of all or the identified portion of the work, and the ENGINEER shall prepare a detailed list of unfinished, incomplete, defective and/or non-conforming Work ("Punchlist") If the ENGINEER determines that the Work is Substantially Complete in accordance with the Contract Documents, the ENGINEER shall issue to the OWNER and the CONTRACTOR a Certificate of Substantial Completion. OWNER shall have seven (7) days after receipt of Certificate to make written objection to the ENGINEER as to any provision of the Certificate or the attached list of non-conforming work. If ENGINEER concludes that the Work is not Substantially Complete, ENGINEER will, within fourteen (14) days, notify CONTRACTOR of the reason he believes the Work is not Substantially Complete. Upon Substantial Completion of the Work, ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities, pending final payment and acceptance, with respect to security, maintenance, utilities and damage to the Work, except as otherwise provided in the Certificate of Substantial Completion. NEITHER THE SUBSTANTIAL COMPLETION OF THE WORK, NOR THE OMISSION OF AN ITEM FROM THE PUNCHLIST, SHALL EXCUSE THE CONTRACTOR FROM PERFORMING ALL OF THE WORK UNDERTAKEN, WHETHER OF A MINOR OR MAJOR NATURE, AND THEREBY COMPLETING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS The Certificate of Substantial Completion shall establish the time period within which CONTRACTOR shall complete the Work for Final Acceptance by the Owner and ENGINEER. 6 08-1 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, for security requirement reasons. OWNER may establish an access procedure to facilitate CONTRACTOR's uninterrupted access to the Work for the purposes of completing and correcting all items on the Punchlist in an expeditious manner 6 09 FINAL PAYMENT Final payment of the Retainage withheld from the Contract Price shall be made by the OWNER to the CONTRACTOR at such time as (a) the Work, including all Change Orders and including all Punchlist work,has been fully completed m strict accordance with the Contract Documents, (b) the Contract has been fully performed except for the CONTRACTOR's responsibility to correct nonconforming Work during the warranty period set forth in the Contract Documents, and to satisfy other requirements,if any, which necessarily survive final payment; (c) CONTRACTOR delivers to OWNER a certificate evidencingrthat insurance required by the Contract Documents to remain in force after final payment is 06-2022 00700-24 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT currently in effect and will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to OWNER, (d) CONTRACTOR delivers to OWNER a Consent of Surety, if any,to final payment; (e) CONTRACTOR delivers to OWNER a complete set of As-Built Drawings, reflecting all deviations from the Plans, Specifications and approved shop drawings in the Work actually constructed, and delivers all maintenance and operating manuals and/or instructions, (f) CONTRACTOR delivers to OWNER all building certificates required prior to occupancy and all other required inspections/approvals/acceptances by city, county,state governmental entities or other authorities having jurisdiction, (g) CONTRACTOR delivers to OWNER assignments of all guarantees and warranties from subcontractors, vendors, suppliers or manufacturers, as well as names, addresses and telephone numbers of contacts for each subcontractor, vendor, supplier or manufacturer; (h) CONTRACTOR removes all equipment,tools,temporary facilities, surplus materials and rubbish from the site, and final cleans the site to OWNER's satisfaction, (i) CONTRACTOR delivers to OWNER a Full and Final Release and Affidavit of Bills Paid in the form attached hereto as Attachment No 2, executed by CONTRACTOR, (j) CONTRACTOR delivers to OWNER all other documentation required to be submitted to OWNER pursuant to the Contract Documents, including but not limited to any special guarantees or warranties, operation and maintenance manuals, etc' in each case in a form satisfactory to OWNER as determined in OWNER's sole discretion, and (k) The Final Application for Payment has been approved by the ENGINEER and OWNER. Acceptance of Final Payment by the CONTRACTOR shall constitute a waiver of all claims by CONTRACTOR against OWNER other than any claims previously made in writing by CONTRACTOR against OWNER, and still unsettled, and except for claims arising out of third party actions, cross-claims and counterclaims. No interest shall be due or payable by OWNER to CONTRACTOR on any sums retained or withheld by OWNER pursuant to the terms or provisions of the Contract Documents, except as otherwise provided by applicable law Neither the Certificate of Substantial Completion nor the Final Payment nor possession or acceptance of the Work shall relieve the CONTRACTOR of its obligation for correction of defective or non- conforming Work, or for fulfillment of any warranty, which may be required by law or by the Contract Documents. 610 CORRECTION OF WORK BEFORE FINAL PAYMENT The CONTRACTOR shall promptly remove from OWNER's premises all materials, equipment or Work which is 06-2022 00700-25 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT defective or otherwise not in confoiniance with the Contract Documents, whether actually incorporated in the Work or not, and CONTRACTOR shall, at his own expense,promptly replace such materials, equipment or Work with other materials conforming to the requirements of the Contract. The CONTRACTOR shall also bear the expense of restoring all work of CONTRACTOR or other contractors damaged by any such removal or replacement. If CONTRACTOR does not remove and replace any such unsuitable Work within ten (10) business days after receipt of a written notice from the OWNER or the ENGINEER, the OWNER may remove,replace and remedy such work at CONTRACTOR's expense. 6 11 CORRECTION OF WORK AFTER FINAL PAYMENT If within one (1) year from the date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents, CONTRACTOR shall, at its sole cost, correct it and any other work affected thereby promptly after receipt of a written notice from OWNER to do so In addition, CONTRACTOR shall be responsible for any damage to building contents, when such damage results from the CONTRACTOR's use of faulty materials or defective workmanship, to the extent such damage is not covered by OWNER's insurance. This warranty period shall renew and recommence for each corrected item of Work upon completion of the remedial work. This time period for correction by CONTRACTOR is in addition to, and not in lieu of, all warranties or remedies,which exist at common law or by statute. These warranty obligations shall survive the termination of this Contract, and shall be enforceable by a decree of specific performance, in addition to such other rights and remedies available to OWNER at law or in equity 6 12 PAYMENTS WITHHELD The OWNER may withhold, or on account of subsequently discovered evidence nullify and demand immediate repayment of, the whole or part of any certificate for payment or payment, to such extent as may be necessary to protect OWNER from loss on account of: (a) Defective or non-conforming Work not remedied, (b) Claims filed or reasonable evidence indicating probable filing of claims, (c) Failure of the CONTRACTOR to make payments promptly to subcontractors or for material or labor; (d) Damage to another contractor, OWNER, existing improvements on the site, or to adjacent or adjoining property; (e) Reasonable doubt that the Work can be completed for the unpaid balance of the Contract amount; (f) Reasonable indication that the Work will not be completed within the Contract Time; (g) Failure on the part of the CONTRACTOR to execute am and all documents, releases or other documents presented to the CONTRACTOR for execution, as provided for herein or otherwise, 06-2022 00700-26 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (h) Liquidated or other damages due to late completion, and/or (i) Any breach by CONTRACTOR of this Contract or any other agreement between OWNER and CONTRACTOR. When the above grounds are removed to OWNER's satisfaction,the withheld payment shall be made promptly If the said causes are not so remedied, OWNER may remedy the same for CONTRACTOR's account, charge the entire cost thereof to CONTRACTOR and deduct such cost from the Contract Sum or from any payments due or to become due under any other agreement between OWNER and CONTRACTOR. 613 DELAYED PAYMENTS Should the OWNER fail to make payment to the CONTRACTOR when payment is due in accordance with the terms of the Contract Documents, any interest due CONTRACTOR for late payments shall accrue and be paid in accordance with the provisions of Chapter 2251 of the Texas Government Code, as amended, and payment of such interest shall fully liquidate and compensate any injury to the CONTRACTOR growing out of such delay m payment. Should OWNER fail to pay CONTRACTOR an undisputed amount due within the time limits provided in the Contract or applicable law, CONTRACTOR shall give the notice required and comply with the provisions of Section 2251 051 of the Texas Government Code, and shall thereupon be entitled to the rights and remedies provided therein. 7.0 EXTRA WORK AND CLAIMS 7 01 DIFFERING SITE CONDITIONS During the progress of the work,if subsurface,latent physical conditions or unknown physical conditions of an unusual nature are encountered at the site that differ materially from those indicated in the contract or from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract,the CONTRACTOR shall notify the OWNER's Representative in writing within three (3) calendar days of the specific differing conditions before the site is disturbed and before the affected work is performed. (a)Upon written notification,the ENGINEER will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits,will be made and the contract modified in writing accordingly The ENGINEER will notify the CONTRACTOR in writing of the determination whether or not an adjustment of the contract is warranted. (b)No contract adjustment which results in a benefit to the CONTRACTOR will be allowed unless the CONTRACTOR has provided the required written notice. (c)No contract adjustment will be allowed under this clause for any effects caused on unchanged work. 7 02 SUSPENSIONS OF WORK ORDERED BY THE ENGINEER. If the performance of all or any portion of the work is suspended by the ENGINEER in writing for seven(7) calendar days and the CONTRACTOR believes that additional compensation and/or contract time is due as a result of such suspension,the CONTRACTOR shall submit a written request for adjustment to the ENGINEER within seven(7) calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment. 06-2022 00700-27 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (a)Upon receipt,the ENGINEER will evaluate the CONTRACTOR's request. If the ENGINEER agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the CONTRACTOR, its suppliers, or subcontractors at any approved tier, and not caused by weather,the ENGINEER will make an adjustment(excluding profit) and modify the contract in writing accordingly The CONTRACTOR will be notified of the ENGINEER's determination, in writing,whether or not an adjustment of the contract is warranted. (b)No contract adjustment will be allowed unless the CONTRACTOR has submitted the request for adjustment within the time prescribed. (c)No contract adjustment will be allowed under this clause to the extent that performance would have been suspended by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract. 7 03 CHANGE ORDERS Without invalidating this Agreement,the OWNER may, at any time or from time to time, order additions, deletions or revisions to the Work; such changes will be authorized by Change Order to be prepared by the ENGINEER for execution by the OWNER and the CONTRACTOR. The Change Order shall set forth the basis for any change in Contract Price, as hereinafter set forth for Extra Work, and any change in Contract Time,which may result from the change. 7 04 In accordance with paragraph 1 06 CONTRACTOR'S request to work weekends, the Owner's Construction Manager shall,upon receipt of written notice by the CONTRACTOR of the need to conduct work on otherwise non-Work Days,prepare a cost estimate for providing Construction Management and Inspection services during the requested period and submit this to both OWNER and CONTRACTOR. If approved by both parties the Construction Manager shall prepare a Deductive Change Order in the amount stated in the estimate for the signature of the CONTRACTOR and the OWNER for inclusion in the next Pay Application. The Deductive Change Order must be signed and executed by both the OWNER and CONTRACTOR prior to start of work on any non-Work Day 7 05 MINOR CHANGES The ENGINEER may authorize minor changes in the Work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price or time. If the CONTRACTOR believes that any minor changes authorized by the ENGINEER involves Extra Work or entitles him to an increase in the Contract Price or the Contract Time, the CONTRACTOR shall give notice of same by written request to the ENGINEER for a written Work Order, with a copy to OWNER. Any such notice and request by the CONTRACTOR shall be given prior to beginning the changed work. CONTRACTOR's commencement of any minor change in the Work prior to such written notice and request shall constitute a waiver of any and all claims for an increase in the Contract Price or the Contract Time arismg out of or related to such changed work. 7 06 EXTRA WORK. It is agreed that the CONTRACTOR shall perform all work when presented with a written Change Order, Work Change Directive or Work Order signed by the ENGINEER, subject, however, to the right of the CONTRACTOR to require written confirmation of such Change Order, Work Change Directive or Work Order by the OWNER. It is 06-2022 00700-28 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT agreed that the basis of compensation or adjustment to the CONTRACTOR for work either altered, added or deleted by a Change Order or Work Change Directive, or for which a claim for Extra Work is made, shall be determined by one or more of the following methods Method(A)—By Contract unit prices applicable to the work,if any; or Method(B) —By agreed unit prices or agreed stipulated lump sum price, or Method(C)--If neither Method (A) nor Method (B) can be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "Actual Field Cost" of the work plus a) For subcontractors performing work mark-up shall be limited to fifteen percent,ten(10%) for the subcontractor plus five (5%) for the General Contractor or b)For the General Contractor alone, self-performing the extra work,without subcontractor, the mark-up shall not exceed ten percent (10%), as full and final compensation for the Extra Work and all costs and expenses, direct or indirect, arising out of or related thereto In the event said Extra Work or Change Order or Work Change Directive work is performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "Actual Field Cost" is hereby defined as the cost to the CONTRACTOR of all workers, such as foremen, timekeepers, mechanics and laborers, and materials, supplies, trucks, rentals of machinery and equipment, for the time actually employed Or used on such Extra Work or Change Order or Work Change Directive work, plus actual transportation charges necessarily incurred together with all power, fuel, lubricants, water and similar operating expenses, plus all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security, Old Age Benefits and other payroll taxes, and a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation, and all other insurance as may be required by law or ordinance, or the Contract Documents,plus all payments to subcontractors for such work. The ENGINEER may direct the fotun in which accounts of the "Actual Field Cost" shall be kept and the records of these accounts shall be made available to the ENGINEER. The ENGINEER or OWNER may also specify m writing,before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used, otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using one hundred percent (100%), unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America where practicable. The mark-up of the "Actual Field Cost"to be paid to the CONTRACTOR, shall cover and compensate him for his profit, overhead, and all other elements of cost and expense not embraced within the "Actual Field Cost" as herein defined, save that where the CONTRACTOR's field office must be maintained solely on account of such Extra Work, then the cost to maintain and operate the same shall be included m the "Actual Field Cost." 06-2022 00700-29 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT No claim for Extra Work of any kind will be allowed unless ordered by the ENGINEER in a written Work Order In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment m the Contract Time, he shall make written request to the ENGINEER for a written Work Order authorizing such Extra Work within ten (10) days of ENGINEER's orders or instructions, otherwise the orders or instructions will be considered minor changes. The issuance of a Work Order by the ENGINEER shall not constitute or be construed as an agreement or acknowledgement by the ENGINEER that the work which is the subject of the Work Order is Extra Work outside the scope of the Contract Work, but shall merely constitute a direction to the CONTRACTOR to perform the work, and the CONTRACTOR shall proceed with the work, and shall keep an accurate account of the "Actual Field Cost" thereof, as provided under Method (C). Upon completion of the alleged Extra Work, the CONTRACTOR shall promptly and within ten (10) days submit his claim to the ENGINEER by proper certification and attestation, on forms provided by the ENGINEER. The ENGINEER shall render a written decision on CONTRACTOR's claim within ten (10) days. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and binding upon the parties. If the ENGINEER shall fail to respond in writing to CONTRACTOR's claim within thirty (30) days of the date of submission, or if CONTRACTOR shall dispute or object to ENGINEER's decision on any claim, and CONTRACTOR fails to file a Request for Mediation of such claim in accordance with the provisions of Article 9 0, within sixty (60) days after the date of submission to the ENGINEER, or such longer period as the parties may agree to in writing, the CONTRACTOR shall lose and forfeit his right to make such claim for Extra Work at any later date, and all such claims held by - the CONTRACTOR shall be deemed waived, forfeited and forever barred. CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 7 07 TIME OF FILING CLAIMS Except as otherwise provided herein, all questions of dispute or adjustment shall be made within the Pro-Trak system and filed with the ENGINEER within three (3) days after the ENGINEER has given any directions, order or instruction to which the CONTRACTOR desires to take exception. The ENGINEER shall reply within thirty (30) days to such written exceptions, and render his final decision in writing. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and bindmg upon the parties. In case the CONTRACTOR should desire to appeal from the ENGINEER's decision, the CONTRACTOR may request a meeting between representatives of the OWNER and the CONTRACTOR for the purposes of appealing the ENGINEER's decision directly to the OWNER, such meeting to occur within ten (10) days after the date of the CONTRACTOR's request, or such longer period as may be agreed to by the parties in writing. If the CONTRACTOR shall still be aggrieved after a meeting with the OWNER and/or his representative, the CONTRACTOR shall have sixty (60) days after the date of the meeting, or such longer period as the parties may agree to in writing, to file a Request for Mediation of such claim in accordance with the provisions of Article 9 0 In the event the CONTRACTOR shall fail, for any reason,to timely file a Request for Mediation,the OWNER shall be released of any and all liability, and the CONTRACTOR's failure to timely file a Request for Mediation shall constitute a - waiver, forfeit and final bar of all such claims held by the CONTRACTOR against the OWNER. 06-2022 00700-30 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 8.0 DEFAULT 8 01 DEFAULT BY CONTRACTOR. In case the CONTRACTOR should abandon and fail or refuse to resume Work within five (5) days after written notification from the OWNER or the ENGINEER, or if the CONTRACTOR fails to comply with the orders of the ENGINEER when such orders are consistent with the Contract Documents, or if the CONTRACTOR otherwise defaults on its obligations under the Contract, OWNER shall have the right, if it so elects and without prejudice to any other rights it may have, after giving five (5) days written notice of default to CONTRACTOR and any surety, to terminate the Contract or any part thereof and/or to take over or cause others to take over the Work or any part thereof, and to complete such Work for the account of CONTRACTOR. Where Performance and Payment Bonds exist, the sureties on these bonds shall be directed to complete the Work in conjunction with the notice of default, and a copy of said notice shall be delivered to the CONTRACTOR. After receiving said notice of default,the CONTRACTOR shall promptly and within no more than three (3) days, remove from the Work any machinery, equipment, or tools then on the job, not intended for incorporation into the Work. Should CONTRACTOR fail to promptly remove such machinery, equipment or tools, OWNER may remove such machinery, equipment or tools and store same at CONTRACTOR's expense; return such machinery, equipment or tools to their purported owner; or otherwise dispose of such machinery, equipment or tools as OWNER sees fit. Any materials, supplies and/or equipment delivered for use in the Work, may be used in the completion of the Work by the OWNER or the surety on the Performance Bond, or another contractor in completion of the Work; it being understood that the use of such equipment, supplies and materials will ultimately reduce the cost to complete the Work and be reflected in the final settlement. Where there is no Performance Bond or in case the surety should fail to commence compliance with the notice for completion hereinabove provided for within ten (10) days after the service of such notice, then the OWNER may provide for completion of the Work in either of the following elective manners. (a) The OWNER may thereupon employ such force of workers and use such machinery, equipment, tools, materials and supplies as the\OWNER may deem necessary to expeditiously complete the Work, and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such monies as may be due or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement or any other agreement between OWNER and CONTRACTOR. In case such expense is less than the sum which would have been payable under this Contract if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall be credited with the difference. In case such expense is greater than the sum which would have been payable under this Contract if the same had been completed by such CONTRACTOR, then the CONTRACTOR and/or his surety shall promptly pay the amount of such excess to the OWNER upon demand, or 06-2022 00700-31 of36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (b) The OWNER, under sealed bids, under the times and procedures provided for by law, may let the contract for completion of the Work under substantially the same terms and conditions which are provided in this Contract. In case of any increase in cost to the OWNER under the completion contract, as compared to what would have been the cost under this Contract, such increase shall be charged to the CONTRACTOR, and the amount of such increase may be deducted by the OWNER out of such monies as may be due or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement or any other agreement between OWNER and CONTRACTOR, or the CONTRACTOR and/or his surety shall promptly pay the amount of such increase to the OWNER upon demand. However, should the cost to complete any such completion contract prove to be less than what would have been the cost to complete under this Contract,the CONTRACTOR and/or his surety shall be credited therewith. In the event of a default by CONTRACTOR, no further payments shall be made to CONTRACTOR under the Contract until the Work is Finally Completed. When the Work shall have been Finally Completed,the CONTRACTOR and his surety shall be so notified. A complete itemized statement of the Contract accounts, certified by the ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR and his surety, whereupon the CONTRACTOR and/or his surety shall pay the balance due as reflected by said statement. The OWNER, prior to incurring an obligation to make payment hereunder, shall have such statement of completion attested to by the CONTRACTOR and the surety as accurate, and in exchange for payment of the sum stated therein, the OWNER shall be entitled to a full and final release of any claims or demands by the CONTRACTOR or the surety In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this Contract, or when the CONTRACTOR and/or his surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools or supplies left on the site of the Work shall be turned over to the CONTRACTOR and/or his surety Should the cost to complete the Work exceed the Contract Price, and the CONTRACTOR and/or his surety fail to pay the amount due the OWNER within the time designated above, and there remains any machinery, equipment, tools, materials or supplies which are the property of CONTRACTOR on the site of the Work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his surety at the respective addresses designated in the Contract, provided, however, that actual written notice given in any manner will satisfy this condition. After mailing or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his surety, subject only to the duty of the OWNER to exercise ordinary care to protect such property After fifteen (15) days from the date of such notice, the OWNER may sell such property, equipment, tools, materials or supplies, and apply the net sum derived from such sale to the credit of the CONTRACTOR and his surety Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials or supplies, which remain on the Work, and belong to persons other than the CONTRACTOR or his surety, to their reputed owners. 8 02 SUPPLEMENTATION OF CONTRACTOR FORCES If CONTRACTOR at any time shall, in OWNER'S sole opinion, fail to furnish skilled workers, suitable materials, supplies or adequate equipment sufficient for the prompt, timely and diligent prosecution of the Work in 06-2022 00700-32 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT accordance with OWNER's direction, OWNER shall have the nght, without prejudice to the exercise of other remedies for the same default and without fully taking over the Work, to supplement CONTRACTOR's forces and to expedite delivery of and to procure and furnish such workers, materials, tools, supplies or equipment for CONTRACTOR's account by employing other contractors and suppliers engaged in the same class of work and charge the entire cost thereof to CONTRACTOR, said cost to be deducted from sums due or to become due to CONTRACTOR under the Contract or any other agreement with OWNER or any parent, subsidiary or affiliate of OWNER. 8 03 CUMULATIVE REMEDIES & SPECIFIC PERFORMANCE. All rights and remedies of OWNER, under the terms of the Contract and/or available at law or in equity, are cumulative. In the event CONTRACTOR or any of its subcontractors, vendors or suppliers fails or refuses for any reason to provide timely manufacture, fabrication, delivery, installation, erection, construction or completion of any supplies, materials, expendables, equipment, machinery, accessories or appurtenances to be furnished hereunder, CONTRACTOR acknowledges and agrees that such items are required, necessary, essentially unique to the Project and the Work and will cause irreparable harm to OWNER and the Project if not furnished in accordance with the Contract, and OWNER shall have the right to obtain a decree of specific performance and mandatory injunctive relief from any Court of competent jurisdiction to ensure the timely furnishing of such items. 8 04 CROSS-DEFAULT If, for any reason, CONTRACTOR is declared in default and/or terminated by OWNER under any other agreement with OWNER, whether related to the Project or not related to the Project, OWNER shall have the right to offset and apply any amounts which might be owed to OWNER by CONTRACTOR under any other such agreements against any earned but unpaid amounts owing to CONTRACTOR by OWNER under the Contract, any retainage earned by CONTRACTOR under the Contract or any unearned, unpaid amount under the Contract. 8 05 INSOLVENCY It is recognized that if CONTRACTOR becomes a debtor in voluntary or involuntary bankruptcy proceedings, makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of his insolvency, such events could seriously impair or frustrate CONTRACTOR's performance of the Work. Accordingly, it is agreed that should CONTRACTOR become a debtor in bankruptcy, either voluntary or involuntary, CONTRACTOR shall notify OWNER in writing within twenty-four (24) hours of the filing with the bankruptcy court. Further, it is agreed that upon occurrence of any one or more such events, OWNER shall be entitled to request of CONTRACTOR or its successors, trustees or receivers, adequate assurances of future performance. In the event such adequate assurances are not given to the reasonable satisfaction of OWNER within seventy-two (72) hours of such request, OWNER shall have the right to immediately invoke the remedies of this Section 8 or as provided by law Pending receipt of such adequate assurances of such future performance, OWNER may proceed with the Work on a temporary basis and deduct the costs, plus reasonable overhead and profit, from any amounts due or which may become due to CONTRACTOR under the Contract or any other agreement with OWNER. In this regard, OWNER and CONTRACTOR agree that delays in performance could result in more damages to CONTRACTOR than would be sustained if OWNER failed to exercise such remedies. 8 06 CONTINGENT ASSIGNMENT CONTRACTOR hereby assigns to OWNER, all of CONTRACTOR's rights under and interest in any and all subcontracts and/or purchase orders 06-2022 00700-33 of 36 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT entered into by CONTRACTOR pursuant to this Agreement, such assignment to become effective upon CONTRACTOR's default under this Agreement or OWNER's termination of this Contract, and OWNER's acceptance of such assignment. Upon CONTRACTOR's default or OWNER's termination of this Contract, OWNER may, in the event there is no performance bond for the Contract, or in the event the performance bond surety fails to complete the Contract, or if OWNER otherwise so elects in its sole discretion, accept such assignment by written notice of such acceptance to CONTRACTOR and subcontractor, and may require subcontractors to perform all of the then unperformed duties and obligations under the subcontract, for the direct benefit of OWNER. In the event OWNER requires such performance by a subcontractor, then OWNER shall be obligated to pay such subcontractor any amounts due and owing under the terms of the subcontract/purchase order, at the subcontract prices and rates, and subject to any rights of withholding or offset and other terms and conditions of the subcontract, for all work properly performed by such subcontractor, to the date of OWNER's acceptance and thereafter OWNER's liability in this connection, however, shall not exceed-the amount obtained by subtractmg all payments made by CONTRACTOR to subcontractor from the Subcontract Price at the time of CONTRACTOR's default or OWNER's termination of CONTRACTOR. CONTRACTOR shall include a provision in its subcontracts that allows such assignment and allows OWNER to take these actions, and further provides that in the event of CONTRACTOR's termination for default, the subcontractor agrees to give the OWNER or its agent the right to inspect all books and records of subcontractor relating to the Work. 8 07 WAIVER OF CONSEQUENTIAL DAMAGES CONTRACTOR expressly waives any and all claims for consequential damages against OWNER arising out of or related to this Contract, or any other agreements between CONTRACTOR and OWNER,including,but not limited to, claims for damages incurred by CONTRACTOR for principal office expenses, including the compensation of personnel stationed there, losses of financing, bonding capacity, business and reputation, and claims for lost profit, whether on this Contract or otherwise. 8 08 TERMINATION FOR CONVENIENCE. OWNER may at its sole discretion, upon five (5) days written notice to CONTRACTOR, terminate this Contract, in whole or in part, if and when OWNER determines that zt is in the best interest of OWNER to do so Upon receipt of such written notice from OWNER, CONTRACTOR shall cease all terminated Work and take reasonable precautions to protect and preserve such work, and shall take all reasonable measures after consultation with OWNER to terminate or assign to OWNER all subcontracts, purchase orders or other commitments related to the Work or the Project on terms and conditions acceptable to OWNER. CONTRACTOR will be paid for all Work performed in strict accordance with the Contract Documents, based upon the Contract Price and the percentage of completion on the date of termination, and less amounts previously paid, subject to any reasonable backcharges attributable to CONTRACTOR's failure to comply with any of the provisions of this Contract and further subject to the other terms of this Contract regarding payment. In no event will CONTRACTOR receive or be entitled to any payment or compensation whatsoever for interruption of business or loss of business opportunities, any other items of consequential damages, for overhead or loss of profits on the unperformed Work and/or services and unfurnished materials or for any intangible, impact or similarly described cost, damages or expense, and under no circumstances shall the total sum paid to or received by CONTRACTOR under this Contract exceed the Contract Price. The compensation provided herein shall be CONTRACTOR's sole and exclusive remedy arising out of a termination for convenience. 06-2022 00700-34 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 8 09 DEFAULT BY OWNER. In case the OWNER shall default on its material obligations under this Contract, other than OWNER's failure to pay CONTRACTOR a disputed amount due within the time limits provided in the Contract or applicable law, as addressed by Section 6 13 of this Agreement, and shall fail or refuse to cure, or to commence and diligently pursue cure of such default within fifteen (15) days after written notification by the CONTRACTOR, then the CONTRACTOR may suspend or wholly abandon the Work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of the Work that have not been included in payments to the CONTRACTOR and have not been incorporated into the Work. And thereupon, the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all Work actually completed by said CONTRACTOR (at the Contract Prices), the value of all partially completed Work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this Contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole Work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement, and shall present the same to the OWNER, and OWNER's payment of said sum to the CONTRACTOR, on or before thirty (30) days after OWNER's receipt of such statement, shall satisfy any and all rights, claims or causes of action of CONTRACTOR arising out of or related to such default by OWNER, and shall be CONTRACTOR's sole and exclusive remedy for such default. A disputed or unilateral claim by the Contractor cannot by itself constitute a default hereunder 9.0 DISPUTE RESOLUTION Any dispute or pending claim or dispute resolution process between OWNER and CONTRACTOR shall not excuse or relieve CONTRACTOR of its obligations under the Contract, and CONTRACTOR shall diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. All claims, disputes and other matters in question arising out of or relating to, the Contract, or the breach thereof, shall be subject to mediation as a condition precedent to any other dispute resolution process as may be selected by OWNER. Unless mutually agreed otherwise the mediation shall be conducted by a third party who will be selected by agreement between OWNER and CONTRACTOR, and Request for Mediation shall be filed with the other party The parties shall share the mediator's fee and any filing fees equally If a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the work of a subcontractor or supplier, OWNER or CONTRACTOR may join such subcontractor or supplier as a party to any mediation proceeding between OWNER and CONTRACTOR hereunder CONTRACTOR shall include in all subcontracts and/or purchase orders related to the Work a specific provision whereby the subcontractor or supplier consents to being joined in mediation between OWNER and CONTRACTOR involving the work of such subcontractor or supplier This Contract shall be governed by the laws of the State of Texas and shall be considered performable in Brazoria County, Texas, for venue purposes. Further, the OWNER and CONTRACTOR stipulate that venue for any dispute resolution proceeding involving or touching upon the Contract other than the conduct of an arbitration hearing shall be in Brazoria County, 06-2022 00700-35 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT - Texas, or, if such choice of venue is prohibited or unenforceable by law, shall be held in the county where the Project is located. CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by OWNER in the event OWNER seeks to enforce any provision of this Contract whether by arbitration or other dispute resolution process. Further, in the event OWNER defends any claim instituted by CONTRACTOR against OWNER, whether in arbitration or other dispute resolution process, CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by OWNER in defending such claim provided OWNER is the prevailing party,in whole or in part, in such proceeding. 06-2022 00700-36 of 36 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO 1 TO GENERAL CONDITIONS WORKERS' COMPENSATION INSURANCE COVERAGE A. DEFINITIONS Certificate of coverage ("certificate") A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project for the duration of the Project. Duration of the Project includes the time from the beginning of the Work on the Project until the contractor's/person's work on the Project has been completed and the Project warranty period has expired. Persons providing services on the project includes persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with due contractor and regardless of whether that person has employees.This includes, without limitation, independent contractors, subcontractors, motor carriers and owner-operators, (as defined at Section 406 121 of the Texas Labor Code), leasing companies, and employees of any such entity, or employees of any entity which furnishes persons to provide services on the project."Services"include,without limitation,providing, hauling,or delivering equipment or materials,or providing labor,transportation,or other service related to a project."Services"does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for employees of the contractor providing services on the project,for the duration of the project. C The CONTRACTOR must provide a certificate of coverage to the OWNER prior to being awarded the Contract. D If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the project, the CONTRACTOR must, prior to the end of the coverage period,file a new certificate of coverage with the OWNER showing that coverage has been extended. E. The CONTRACTOR shall obtain from each subcontractor or other person providing services on a project, and provide to the OWNER. (I) a certificate of coverage,prior to that person beginning work on the Project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the Project; and 05/2007 00700-Al CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (2) no later than seven days after receipt by the CONTRACTOR and prior to the endof the coverage period, a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one year thereafter G The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery, within 10 days after the CONTRACTOR knew or should have known, of any changes that materially affect the provision of coverage of any person providing services on the Project. H. The CONTRACTOR shall post on each Project site a notice, in the text,form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. NOTICE REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440- 3789 to receive information on the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a project,too (1) provide coverage, based on proper reporting of classification, codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for all of its employees providing services on the Project,for the duration of the Project; (2) provide to the CONTRACTOR,prior to that person beginning work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project,for the duration of the Project: 05/2007 00700-A2 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT (3) provide the CONTRACTOR,prior to the end of the coverage period,a new certificate of coverage,showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (4) obtain from each other person with whom it contracts,and provide to the CONTRACTOR. (a) a certificate of coverage,prior to the other person beginning work on the Project; and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (5) retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; (6) notify the OWNER in writing by certified mail or personal delivery,within 10 days after the person knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts,to perform as required by paragraphs (1) -(7),with the certificates of coverage to be provided to the person for whom they are providing services 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 theCONTRACTOR who will provide services on the Project will be covered by workers'compensation coverage for the duration of the Project, that the coverage agreements willbe based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of aself 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 doesnot remedy the breach within ten days after receipt of notice of breach from the OWNER. 05/2007 00700-A3 CITY OFPEARLAND 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 Garden Acres Road Repair (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 forPayment 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 thereceipt 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 rail 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, andit 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 in 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.] t I I i I I t it 07/2006 00700-B3 I II 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 foregoing Agreement for Final Payment mid Contractor's Sworn Release,whose names are set out above,who each, after being by me duly sworn, on their oaths deposed and said. We each are the persons whose names are subscribed above, and hold respectively the offices in the corporation as set out above,and each state under oath that we have the authority to execute this Agreement for Final Payment and Contractor's Sworn Release for and on behalf of said corporation,pursuant to authority granted to us in the Charter of said corporation,the By-Laws of said corporation and/or the Minutes of said corporation, and the facts,statements and representations as set out in the instrument to which this Affidavit is attached, are true and correct. SWORN TO AND SUBSCRIBED TO before me this,the day of 20 Notary Public, State of Texas My Commission Expires. 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 insurancecoverages the Contractor should or should not maintain for its own protection, and 2.1.2 are being, or have been, obtained by the Contractor in support of the Contractor's liability and indemnity obligations under this Agreement. Neither the requirements as to insurance to be carried as provided for herein, the insolvency, bankruptcy or failure of any insurance company carrying insurance of the Contractor, nor the failure of any insurance company to pay claims accruing, shall be held to affect,negate or waive any of the provisions of this Agreement. 2.2 Failure to obtain and maintain the required insurance shall constitute a material breach of, and default under,this Agreement. If the Contractor shall fail to remedy such breach within five (5)business days after notice by the Owner,the Contractor will be liable for any and all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless a written waiver of the specific insurance requirement(s)is provided to the Contractor by the Owner In the event of any failure by the Contractor to comply with the provisions of this Agreement,the Owner may, without in any way compromising or waiving any right or remedy at law or in equity, on notice to the Contractor, purchase such insurance, at theContractor's expense, provided that the Owner shall have no obligation to do soand if the Owner shall do so, the Contractor shall not be relieved of or excusedfrom the obligation to obtain and maintain 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 editionof 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/orliability 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 lieductible/Retention. Except as otherwise specified herein, no insurance required herein shall contain a deductible or self-insured retention in excess of $25,000 without prior written approval of the Owner All deductibles and/or retentions shall be paid by, assumed by, for the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same 4 Maintenance of Insurance. The following insurance shall be maintained in effect with limits not less than those set forth below at all times during the term of thisAgreement and thereafter as required. 10-2012 00700-C2 CITY OFPEARLAND 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 iii. a combination of ISO forms CG 20 33 10 01 and CG 20 37 10 01, or iv any form providing equivalent protection to Owner b. Designated Construction Projects) Aggregate Limit. The aggregate limit shall apply separately to this Agreement through use of an ISO CG 25 03 03 97 endorsement or its equivalent. c. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage,as required in 3.5,above. d. Personal Injury Liability The personal injury contractual liability exclusion shall be deleted. e. Primary and Non-Contributing Liability It is the intent of the parties to this Agreement that all insurance required herein shall be primary to all insurance available to the Owner Parties.The obligations of the Contractor's insurance shall not be affected by any other insurance available to the Owner Parties and shall seek no contribution from the Owner Parties' insurance, whether primary, excess contingent, or on any other basis. The Contractor's insurance coverage shall be endorsed to provide such primary and non-contributing liability f. Waiver of Subrogation,as required in 3 6, above. 10-2012 00700-C3 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 written representation to the Owner stating Work completion date. 4.5 Professional Liability Insurance 4.5 1 Coverage. The Contractor shall provide professional liability insurance for any professional design or engineering drawing required by the work. Such insurance shall indemnify the Owner from claims arising from the negligent performance of professional services of any type,including but not limited to design or design/build services as part of the Work to be performed. 4.5.2 Form. This insurance shall include prior acts coverage sufficient to cover all services rendered by the Contractor and by its consultants under this Agreement.It is recognized that this coverage may be provided on aClaims- Made basis. 4.5.3 Amount of Insurance.Coverage shall be provided with a limit of not less than $1,000,000 4.5 4 Continuing Professional Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4 6 Builder's Risk 4 6 1 Insureds. Insureds shall include a. Owner, General Contactor and all Loss Payees and Mortgagees as Named Insureds,and b subcontractors of all tiers in the Work as Additional Insureds I f 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 including materials and supplies in transit to the site for installation by all means of transportation other than ocean transit; and f. other Work at the site identified in the Agreement to which this Exhibit is attached. Form a. Coverage shall be at least as broad as an unmodified ISO Special form, shall be provided on a completed-value basis, and shall be primary to any other coverage insurance available to the insured parties, with that other insurance being excess, secondary and non- contributing. b No protective safeguard warranty shall be permitted. c. Required coverage shall further include: i. Additional expenses due to delay in $TBD completion of project(where applicable) ii. Agreed value Included without sublimit iii. Damage arising from error,omission or Included without sublimit deficiency in construction methods, design,specifications,workmanship or materials, including collapse iv Debris removal additional limit 25%of direct damage loss v Earthquake(where applicable) $TBD vi. Earthquake sprinkler leakage(where $TBD applicable) vii. Expediting expenses $TBD viii. Flood(where applicable) $TBD ix. Freezing Included without sublimit x. Mechanical breakdown,including hot& Included without sublimit cold testing(where applicable) xi. Notice of cancellation,non-renewal or Included 10-2012 00700-C6 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT material reduction—60 days prior written notice to each insured xii. Occupancy clause, as required in F, Included below xiii. Ordinance or law Included without sublimit xiv Pollutant clean-up and removal $TBD xv Preservation of property Included without sublimit xvi. Replacement cost Included xvii. Theft Included without sublimit xviii. Waiver of subrogation as required in G, Included below 4 6.3 Amount of Insurance. Coverage shall be provided in an amount equal at all times to the full replacement value and cost of debris removal for any single occurrence. 4 6 4 Deductibles. Deductibles shall not exceed the following: a. All Risks of Direct Damage,Per $5,000 Occurrence,except b. Delayed Opening Waiting Period 5 Days c. Flood,Per Occurrence $25,000 or excess of NFIP if in Flood Zone A, B or V d. Earthquake and Earthquake Sprinkler $25,000 Leakage, Per Occurrence 4 6.5 Termination of Coverage. The termination of coverage provision shall be endorsed to permit occupancy of the covered property being constructed so long as such occupancy does not exceed 20% of the usable area of the property This insurance shall be maintained in effect, unless otherwise provided for in the Contract Documents, until the earliest of the following dates. a. the date on which all persons and organizations who are insureds under the policy agree that it shall be terminated, b the date on which final payment, as provided for in the Agreement to which this Exhibit is attached,has been made,or c. the date on which the insurable interests in the Covered Property of all insureds other than Contractor have ceased. 10-2012 00700-C7 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT 4 6 6 Waiver of Subrogation. The waiver of subrogation provision shall be endorsed as follows a. A waiver of subrogation shall be provided in favor of all insureds. b The waiver of subrogation provisions shall be endorsed as follows Should a covered loss be subrogated, either in whole or in part,your rights to any recovery will come first, and we will be entitled to a recovery only after you have been fully compensated for the loss. 5 Intentionally left blank. 6 Evidence of Insurance 6 1 Provision of Evidence.Evidence of the insurance coverage required to be maintained by the Contractor, represented by certificates of insurance, evidence of insurance, and endorsements issued by the insurance company or its legal agent,and must be furnished to the Owner prior to commencement of Work and not later than fifteen (15) days after receipt of this Agreement.New certificates of insurance, evidence of insurance, and endorsements shall be provided to the Owner prior to the termination date of the current certificates of insurance, evidence of insurance, and endorsements. 6.2 Form 6.2 1 All property insurance required herein shall be evidenced by ACORD form 28,"Evidence of Property Insurance" 6.2.2 All liability insurance required herein shall be evidenced by ACORD form 25, "Certificate of Insurance" 6.3 Specifications. Such certificates of insurance, evidence of insurance, and endorsements shall specify. 6.3 1 The Owner as a certificate holder with correct mailing address 6.3.2 Insured's name,which must match that on this Agreement. 6.3.3 Insurance companies affording each coverage, policy number of each coverage,policy dates of each coverage, all coverages and limits described herein, and signature of authorized representative of insurance company 6.3 4 Producer of the certificate with correct address and phone number listed. 6.3.5 Additional insured status required herein. 6.3.6 Amount of any deductibles and/or retentions 6.3 7 Cancellation, non-renewal and material reduction in coverage notification as required by this Agreement. Additionally, the words "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon Company, it agents or representatives" shall be deleted from the cancellation provision of the ACORD 25 certificate of insurance form. 10-2012 00700-C8 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 therequired certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any subcontractor from performing any Work until such certificate of insurance, evidence of insurance and/or required endorsements are received and approved by the Owner 7 Insurance Requirements of Contractor's Subcontractors 7 1 Insurance similar to that required of the Contractor shall be provided by all subcontractors (or provided by the Contractor on behalf of subcontractors) to cover operations performed under any subcontract agreement.The Contractor shall be held responsible for any modification in these insurance requirements as they applyto 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 otherthings, 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 OFPEARLAND 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 arise from such use. 9 Release and Waiver The Contractor hereby releases, and shall cause its subcontractors to release, the Owner Parties from any and all claims or causes of action whatsoever which the Contractor and/or its subcontractors might otherwise now or hereafter possess resulting in or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been covered by insurance required herein, including the deductible and/or uninsured portion thereof,maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement. 6 � 10-2012 00700-C10 DATE(MM/DD/YYYY) ACPR D CERTIFICATE OF LIABILITY INSURANCE 7/29/2022 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 -- RESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. )RTANT 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: Certificates Houston Hotchkiss Insurance Agency, LLC-Houston PHONE FAX n c,No):713-956-0331 13430 NW Freeway,Suite 600 (A/C.E-M O.Ext):713 956 9800 IL Houston TX 77040 ADDRESS: certs@hiallc.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A.Texas Mutual Insurance Company 22945 INSURED LUCACON-01 INSURER B.Travelers Lloyds Insurance Company 41262 _ Lucas Construction Company INSURER C.Charter Oak Fire Insurance Company 25615 R W Lucas Construction LLC 551 League City Pkwy,#C INSURER D.Travelers Property Casualty Co of Amer 25674 League City TX 77573-5429 INSURER E.Transportation Insurance Company 20494 INSURER F. COVERAGES CERTIFICATE NUMBER:1422590312 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 NSD WVD POLICY NUMBERLIMITS {MM/DD/YYYY) (MM/DD/YYYY) C X COMMERCIAL GENERAL LIABILITY CO0L261407-COF-22 7/31/2022 7/31/2023 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X jE LOC PRODUCTS COMP/OP AGG $2,000,000 OTHER: $ UTOMOBILE LIABILITY 8109K375991-22-26-G 7/31/2022 7/31/2023 COMBaccideINEDnt)SINGLE LIMIT $1,000,000 {Ea ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS x HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY _ AUTOS ONLY (Per accident) D X UMBRELLA LIAB X OCCUR CUP0L264502-22-26 7/31/2022 7/31/2023 EACH OCCURRENCE $8,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $8,000,000 DED X RETENTION$ jinn $ A WORKERS COMPENSATION 0001182104 7/31/2022 7/31/2023 PER AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? 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 B Equipment Floater QT6608J919392-TLC-22 7/31/2022 7/31/2023 Leased/Rented 400,000 Special Inc Theft Scheduled Equipment 6,375,349 $1,000 Deductible DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) The general liability&auto policy includes a blanket additional insured endorsement(GL Form CGD604 08/13)includes Additional insured status when required by written contract.The general liability,auto and workers compensation policies includes a blanket waiver of subrogation endorsement when required by written contract.The certificate holder is named as loss payee with regards to the equipment floater policy as their interest may appear The general liability policy includes a special endorsement with Primary and Noncontributory wording(Form CGD604 08/13).The umbrella/excess will follow the underlying liability coverage forms,subject to the policy terms and conditions. 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 W_616.4, ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LUCACON-01 LOC#• 1��,o® ADDITIONAL REMARKS SCHEDULE Page 1 of NAMED INSURED Hotchkiss Insurance Agency,LLC-Houston Lucas Construction Company R W Lucas Construction LLC POLICY NUMBER 551 League City Pkwy,#C League City TX 77573-5429 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 Re:Independence Park Phase 1 Certificate Holder Continued:The city Of Pearland,its Successors and assigns,and the Engineer any officers,employees,or agents of such persons or entities, and others as required by the Contract Documents ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following* COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II—WHO IS (a) The Additional Insured — Owners, AN INSURED. Lessees or Contractors — Scheduled Any person or organization that: Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, a. You agree in a "written contract requiring in- the Additional Insured — Owners, surance" to include as an additional insured Lessees or Contractors — Completed on this Coverage Part;and Operations endorsement CG 20 37 b. Has not been added as an additional insured 07 04 or CG 20 37 04 13, or both of for the same project by attachment of an en- such endorsements with either of dorsement under this Coverage Part which those edition dates;or includes such person or organization in the (b) Either or both of the following: the endorsement's schedule; Additional Insured — Owners, Les- is an insured,but: sees or Contractors — Scheduled a. Only with respect to liability for"bodily injury", Person Or Organization endorsement "property damage"or"personal injury";and CG 20 10, or the Additional Insured— Owners, Lessees or Contractors — b. Only as described in Paragraph (1), (2) or(3) Completed Operations endorsement below,whichever applies: CG 20 37, without an edition date of (1) If the "written contract requiring insur- such endorsement specified; ance" specifically requires you to provide the person or organization is an additional additional insured coverage to that per- insured only if the injury or damage is son or organization by the use of caused, in whole or in part, by acts or (a) The Additional insured — Owners, omissions of you or your subcontractor in Lessees or Contractors — (Form B) the performance of "your work" to which endorsement CG 20 10 11 85; or the "written contract requiring insurance" (b) Either or both of the following: the applies;or Additional Insured — Owners, Les- (3) If neither Paragraph(1)nor(2)above ap- sees or Contractors — Scheduled plies: Person Or Organization endorsement (a) The person or organization is an ad- CG 20 10 10 01, or the Additional In- ditional insured only if, and to the ex- sured—Owners, Lessees or Contrac- tent that, the injury or damage is tors — Completed Operations en- caused by acts or omissions of you or dorsement CG 20 37 10 01, your subcontractor in the perform- the person or organization is an additional ance of"your work"to which the"writ- insured only if the injury or damage arises ten contract requiring insurance" ap- out of "your work" to which the "written plies; and contract requiring insurance"applies; (b) The person or organization does not (2) if the "written contract requiring insur- qualify as an additional insured with ance" specifically requires you to provide respect to the independent acts or additional insured coverage to that per- omissions of such person or organi- son or organization by the use of nation. CG D6 04 0813 ®2013 The Travelers Indemnity Company All rights reserved. Page 1 of 3 COMMERCIAL GENERAL LIABILITY 2. The insurance provided to the additional insured and collectible other insurance, whether primary, by this endorsement is limited as follows: excess, contingent or on any other basis, that is a. If the Limits of Insurance of this Coverage available to the additional insured when that per- Part shown in the Declarations exceed the son or organization is an additional insured, or is minimum limits of liability required by the any other insured that does not qualify as a "written contract requiring insurance", the in- named insured, under such other insurance. surance provided to the additional insured will 4. As a condition of coverage provided to the addi- be limited to such minimum required limits of tional insured by this endorsement: liability For the purposes of determining a. The additional insured must give us written whether this limitation applies, the minimum notice as soon as practicable of an "occur- limits of liability required by the "written con- rence" or an offense which may result in a tract requiring insurance" will be considered claim To the extent possible, such notice to include the minimum limits of liability of any should include: Umbrella or Excess liability coverage required for the additional insured by that"written con- (1) How, when and where the "occurrence" tract requiring insurance" This endorsement or offense took place; will not increase the limits of insurance de- (2) The names and addresses of any injured scribed in Section III—Limits Of Insurance, persons and witnesses; and b. The insurance provided to the additional in- (3) The nature and location of any injury or sured does not apply to "bodily injury",'prop- damage arising out of the "occurrence"or erty damage" or "personal injury" arising out offense. of the rendering of, or failure to render, any b. If a claim is made or"suit" is brought against professional architectural, engineering or sur- the additional insured, the additional insured veying services,including: must: (1) The preparing, approving, or failing to (1) Immediately record the specifics of the prepare or approve, maps, shop draw- claim or"suit"and the date received; and ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, (2) Notify us as soon as practicable. approving, or failing to prepare or ap- The additional insured must see to it that we prove,drawings and specifications; and receive written notice of the claim or"suit" as (2) Supervisory, inspection, architectural or soon as practicable engineering activities. c. The additional insured must immediately send c. The insurance provided to the additional in- us copies of all legal papers received in cen- sured does not apply to "bodily injury" or nection with the claim or"suit", cooperate with "property damage"caused by"your work"and us in the investigation or settlement of the included in the "products-completed opera- claim or defense against the "suit", and oth- tions hazard" unless the "written contract re- erwise comply with all policy conditions. quiring insurance" specifically requires you to d. The additional insured must tender the de- provide such coverage for that additional in- fense and indemnity of any claim or "suit" to sured during the policy period, any provider of other insurance which would 3. The insurance provided to the additional insured cover the additional insured for a loss we by this endorsement is excess over any valid and cover under this endorsement. However, this collectible other insurance, whether primary, ex- condition does not affect whether the insur- cess, contingent or on any other basis, that is ance provided to the additional insured by this available to the additional insured.However, if the endorsement is primary to other insurance "written contract requiring insurance" specifically available to the additional insured which cov- requires that this insurance apply on a primary ers that person or organization as a named basis or a primary and non-contributory basis,this insured as described in Paragraph 3.above. insurance is primary to other insurance available 6. The following is added to the DEFINITIONS Sec- to the additional insured under which that person Lion: or organization qualifies as a named insured, and we will not share with that other insurance. But "Written contract requiring insurance" means that the insurance provided to the additional insured part of any written contract or agreement under by this endorsement still is excess over any valid which you are required to include a person or or- Page 2 of 3 0 2013 The Travelers Indemnity Company.All rights reserved. CG D6 04 08 13 008608 COMMERCIAL GENERAL LIABILITY ganization as an additional insured on this over- a. After the signing and execution of the contract age Part, provided that the "bodily injury" and or agreement by you; and "property damage" occurs, and the "personal in- b. While that part of the contract or agreement is jury" is caused by an offense committed, during in effect. g the policy period and: CG D6 04 08 13 ©2013 The Travelers Indemnity Company All rights reserved. Page 3 of 3 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO 1 Date:June 10,2022 PROJECT Independence Park Phase I BID NO ITB -0522-14 BID DATE: June 23, 2022 at 2.00 PM FROM Sergio Becerril Project Manager City of Pearland Engineering&Public Works 2016 Old Alvin Road Pearland,TX 77581 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 Addendum No 1 has been issued to replace the project manual and plan set in its entirety SPECIFICATIONS N/A CONSTRUCTION DRAWINGS Standard Details have been added. Sergio Becerril Project Manager 00900- 1 of 1 2-22-12 END OF ADDENDUM NO 1 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO.2 Date:June 22,2022 PROJECT Independence Park Phase I BID NO ITB- 0522-14 BID DATE. June 28, 2022 at 2.30 PM FROM. Sergio Becerril Project Manager City of Pearland Engineering & Public Works 2016 Old Alvin Road Pearland,TX 77581 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 Note: Addendum No 2 has been issued to provide clarification to vendor questions. In addition, Bid Closing date has moved to June 28,2022 at 2.30 PM, as a result, Section 100 has been replaced in its entirety Q1 Could we inquire what the estimated budget is for this project? Al The EOPCC on this project is$136,950.00 Q2. Also, could we receive a copy of the mandatory prebid agenda and sign in documents we attended last week? A2. The Pre-Bid agenda and sign in sheet have been uploaded with Addendum 2. Q3 Paragraph 1 06 Field Office of Section 01500 requires the contractor to furnish a Field Office with High Speed Internet.Given the small size and short duration of this project,is a field office necessary and/or required? A3 No office field is required for this project. Q4 I am emailing you in regards to Independence Park Phase 1 052214 that will bid on 06-23-2022 I would like to request a planholders or bidders list, and to confirm that the bid date and time are unchanged. You can send that via email, or fax to 800-768-5594 If any addenda have been recently released and you are able to attach them to this response that would be appreciated. Thank you,Jeff Soloman-Bid Information Team Dodge Number 202200644531 A4 All eligible vendors who attended the mandatory pre-bid conference are listed on the sign in sheet,which is attached. Also,the pre-bid meeting agenda has been included in this Addendum. CITY OF PEARLAND ADDENDUM SPECIFICATIONS Q 1 The plans call for the existing gravel base to be"compacted"and the new pavement to be put on it. The existing gravel appears to have grass/vegetation intermingled with the gravel. Please expound on the scope of work related to the existing gravel base.Are we to remove and replace it? Remove any vegetation?Just recompact it? Al The existing vegetation along with the top 4" layer shall be removed and replaced with a new gravel per section 2710 before compaction.The cost associated with this work shall be incidental to 8" Reinforce Concrete complete in place. CONSTRUCTION DRAWINGS N/A Sergio Becerril Project Manager END OF ADDENDUM NO 2 4.6;4 (Abe.06 2-22-12 00900-2 of 2 CITY OF PEARLAND rf 4,? City Hall Council Chambers 3519 Liberty Drive Pearland, Texas 77581 [ EX AS http://pearlandtx.gov es r. too. PRE-BID MEETING AGENDA Independence Park Phase I Mandatory Pre-Bid Meeting Wednesday June 15,2022 11:00 A.M. Project Limits: Independence Park Phase I: P20001 The pre-bid meeting for this project is mandatory.Please make sure you have signed the sign-in sheet. This meeting is not to make changes in the design, but to answer any questions about the plans and specifications. Any questions you have shall be sent in writing through the E-bid system at ebids cr,pearlandtx.gov There will be no decisions made at this meeting. All questions and clarifications regarding project documents shall be made in writing and will be addressed by an addendum. Addendums will be available for viewing along with the contract documents. 1) Introduction of Participants a) City of Pearland Project Manager Sergio Becerril 2016 Old Alvin Pearland,TX 77581 281.652.1642 office sbecerril(?apearlandtx.gov b) City of Pearland Purchasing: Veronic Pena,Buyer 3523 Liberty Drive Pearland,Texas 77581 281.652.1751 office vpenaaa,pearlandtx.gov 2) Introduction of the Project a) Project Name: Independence Park Phase I b) City of Pearland Project Number P20001 c) Bid No ITB 0522-14 3) Project Overview a) Project Scope: • The project will entail the construction of an access road 12-feet wide that will consist of Design 1 of 3 32.Revised 7/25/08 approximately 350 SY of concrete with approximately 1500 SY of asphalt. Work to be performed will include a paved access road to the park's special events stage utilizing the stabilization of the existing gravel road. b) This project is located within the jurisdiction of: City of Pearland c) The Contractor shall be aware of existing utilities in and around the project areas. It is the Contractor's responsibility to locate and verify all utilities prior to construction. Contractor must contact and coordinate with all pertinent entities (i.e.AT&T, CenterPoint Energy, Comcast, etc.) and meet their requirements. d) Construction Concerns i. Coordination and communication with the City Staff and at times with the County ii. Noise mitigation will have minimal impact iii. Utility coordination iv Working within the existing ROW v Care concerning landscaping, irrigation systems, and other structures in or abutting the ROW vi. Phasing of the work to provide unobstructed access to City Staff and the County 4) Contract a.) Award i. Contract will be awarded to the lowest responsible and responsive bidder ii. Notice of Award—Successful Bidder shall return Standard Form of Agreement and Payment,Performance,and Maintenance Bonds within 10 days. iii. Notice to Proceed—Contractor shall commence work within ten (10) days after receipt of Notice to Proceed. b) Project Duration i. Substantial Completion. 180 days including weekends and holidays. ii. Complete/Final Payment:210 days. iii. Liquidated Damages. In the amount of $500 per day beyond established Substantial Completion date;$500 after the established Final Completion date will be added to the contract via addendum. 5) Bidding Process a. Advertised June 1,2022&June 8,2022,in the Pearland Reporter News. b. Mandatory Pre-Bid Conference:Wednesday,June 15,2022,at 11 AM,at City of Pearland City Hall Council Chambers at 3519 Liberty Drive,Pearland,Tx 77581 c. Construction Plans & Specs available for download through the City's website at: https.//pearland.ionwave.net/Login.aspx. All interested Bidders are advised to register as a "supplier" on the City's E-Bid System at the above website by clicking on "Supplier Registration" and completing a short registration questionnaire. Electronic Bid Documents, including Plans, Technical Specifications and Bid Forms are available for download after registration is approved by City Purchasing office. No plan fees or deposits are required for bid documents obtained through the City's E-bid System. Questions Design 2 of 3 32.Revised 7/25/08 raga e. electronic bidding should be directed to City Purchasing Officer at ebi 's' arlandtx.gov. d. lthatal questions regarding the project plans or proposal documents must be submited in writing through the e-bid system by 5:00 P.M. Monday,June 20,2022, to eliihpearlandtx.gov. e. Sealekl ids due:Tuesday,June 28, 2022,by 2.30 P.M. Bids shall be submitted on the formided in the E-bid System and submitted electronically through this system to the City Th hasing Officer. Bids will be opened electronically and read aloud after the 2:00 P.M. %%dine. No presence is required for Bid Opening, but can be heard over the folloviii.Call-In number No presence is required for Bid Opening,but can be heard over the fotiming Call-In number Dial in it. 281-652-1955, Meeting #• 1775#; Access Code:t1971# f Biddejualifications—Three lowest bidders will be required to submit within 24 hours of bid opening. g. Bid Senurity—Five percent (5%) bid security must accompany each bid proposal in the form difcertified check, cashier's check, or Bid Bond. Low bidder will be required to submitsiginal within 24 hours of bid opening. 6) Closing comments Anything that ha4 ken said during the Pre-bid Conference is for the purpose of assisting in the clarification of thelitails of this project. This discussion is intended to be helpful to the potential bidders, but in now is it meant to change anything contained in the Bid Documents. Additional questions regardingto project plans or bid documents must be submitted through ebids(cnearlandtx.gov in writing to the Deign Architect and City's Project Manager Bidders must rely'at Addenda for official answers to issues that are either not covered or are ambiguous in the 13id Documents. All Pre-Bid participants will be notified of future Addenda,if required. Interesteibidders are responsible for obtaining Addenda. The City expects tie highest standards of customer service and customer satisfaction. Field personnel must exted courtesy,cooperation,and rapid response to customer concerns. Communicate any atstomer request,complaints,and/or concerns to the Project Manager, Construction Manor,or the Construction Inspector as soon as possible. 7) Questions Design 3 of 3 32.Revised 7/25/08 QE ' `E City of Pearland -Engineering & Public Works „ y ?t Independence Park Phase I -P20001 l + Pre-Bid Conference Sign-In T E A June 15 2022 Name(Print) Initial Company Phone Number Email Chan$ er en'ICICkcsw. CIAJS C.C.? ,A al-(4, ',Prc-t8'2, c bk\t he n^-@.pe9=,r\c.+a li-50v ilit 1,ie, eA lOwt `"�-i t s3 , 95 ,,_1 .l�'dd ' k�.s 1 � � st [4.)-1-k\ek 5�,t a-h 3 fne ro(d1 �l-E� ' it?-41LLi al key. Q? rccc 4-k c c rr _ .3 14LW Y' c&1111..y \uvN LueAs 33-- nt- 3-1tA ` tk3case_ms-twit car, G CaW+.ceS' - _ /2. io,., ec) S �hdvst Tres 24'( So 1 U l.27 "A.s-uwd,cQe.c,,-(,,.)c�, J vs fr tes _ co Qv% afige---- %\1K' e 7!3-3I c- o`gi , uive-40-g , .t.eN•V .I U c_'on'1 cc) Peki C] J CAR rids@ ?car tigric1 - • ©•\). _ 3 o ' a -3 2 2775 r? - ' "� �C?e�.s�" � � ' � � S+�'IC-fit'° �(�. tI 1<zAte\. ecidr-tr- 1/4i. co'? '.2(3—S-a3-374eD .6rAereteecr-C f GM C'tn _ 14, s�rt.t g2Z1 CO.( eo9 cdos,s,or y 0.4 5.-",eCo4c. s..cUr"" Construction 1 of 2 D5.Revised 9108 Name(Print) Initial Company Phone Number Email *To be included in consultant's meeting minutes Construction 2 of 2 D5 Revised 9/08 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(ipearlandtx.gov All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, Council Chambers located at 3519 Liberty Drive, Pearland, Texas 77581 Electronic bids will be accepted until 2.30 p.m., Tuesday, June 28, 2022. 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: Independence Park Phase I City of PearIand,Texas COP PN P20001 BID NO.: 0522-14 A mandatory pre-bid conference will be held at City Hall Council Chambers Iocated at 3519 Liberty Dr,Pearland,Texas 77581 at 11:00 a.m. on Wednesday,June 15,2022. The project will entail the construction of an access road 12-feet wide that will consist of approximately 350 SY of concrete with approximately 1500 SY of asphalt. Work to be performed will include a paved access road to the park's special events stage utilizing the stabilization of the existing gravel road. 06-2019 00100-1 of 3 CITY OF PEARLAND INVITATION TO BID Upon award of a contract, the successful Bidder will be required to utilize the City's web-based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to,all transmittals and material submittals,RFI's,RFC's,Change Orders, Applications for Payment and all project communications with the City, its Construction Manager and Engineer This system has certain hardware, internet access and operation requirements that form the basis for all project communications,documentation and records for the project.For more information, see INSTRUCTIONS TO BIDDERS, Section 00200 Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at:https://pearland.ionwave.net/ Login.aspx upon registration.The documents are NOT viewable without registration.These same documents may also available at the following locations. Amtek Plan Room (281)376-4577 4001 Sherwood Houston,TX 77092 The Associated General Contractors of America,Inc. (713)334-7100 2400 Augusta, Suite 350 Houston,TX 77057 Virtual Builders Exchange (832)613-0201 7035 W Tidwell Building J, Suite 112 Houston,TX 77092 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System.BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein, all references to"day(s)"shall mean calendar day(s). Bid Security and Bonds. Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall be delivered to Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive,Pearland,Texas 77581 06-2019 00100-2 of 3 CITY OF PEARLAND INVITATION TO BID The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents,in the amount of one hundred percent(100%)of the contract price,such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of"Treasury Department Circular No 570", naming the City of Pearland,Texas as Obligee.Additionally,the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity- All responsible bidders will receive consideration for award of contract without regard to race, color,religion,sex, or national origin. The contractor, sub-recipient, or sub-contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this agreement, which may result in the termination of this agreement or such other remedy as the recipient deems appropriate. Nondiscrimination. The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252,42 U.S C.2000d to 2000d-4 and Title 49, Code of Federal Regulations,Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal. The Disadvantaged Business Enterprise (DBE) goal for this project is 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 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. Leslie Crittenden City Secretary, City of Pearland First Publication date June 1,2022 Second Publication date June 8,2022 06-2019 00100-3 of 3 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 1 TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS { Ir 04/2008 CITY OF PEARLAND SUMMARY OF WORK ' Section 01100 SUMMARY OF WORK 1.0 GENERAL 1.01 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 1.02 WORK COVERED BY CONTRACT DOCUMENTS A Work of the Contract is for the construction of• The project will consist of replacing the existing gravel driveway with concrete and asphalt driveway The first segment of the driveway (250 LF, approx.) will be an 8" concrete pavement and the second segment (250 LF, approx) will be asphalt pavement(add alternate bid) as shown on the exhibit included in the project manual. 1 03 WORK BY OWNER A N/A 1.04 OWNER FURNISHED PRODUCTS A N/A 1.05 WORK SEQUENCE A A traffic control plan shall be developed to construct the driveway access. B Brazoria Drainage District Number 4 shall be notified prior to pouring the concrete. C Contractor to submit project schedule to Engineer & Owner for approval as specified in Section 01350—Submittals. D Contractor shall coordinate the Work with the Engineer and Owner as specified in Section 01310 - Coordination and Meetings 1.06 FUTURE WORK A N/A 1.07 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. 08/2016 01100- 1 of2 CITY OF PEARLAND SUMMARY OF WORK B Contractor shall be responsible for all utilities required for construction. 1.08 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 01100-2 of 2 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES Section 01140 CONTRACTOR'S USE OF PREMISES 1.1 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 01350—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 ofthe Engineer 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,debris,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 OFPEARLAND 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 thePlans. 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, lines, 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 - NotUsed 30 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 of3 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 appropriate,as a completed item or unit of the Work. 105 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 Contractor'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 f 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 ofthe 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 - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 05/2007 01200-3 of3 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 Price 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. I ' I, 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 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 costs 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 Price 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 OFPEARLAND 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 done 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 - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01290-4 of4 CITY OFPEARLAND 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 of3 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 Drawings and other submittals, substitutions,Applications for Payment,Requests for Information,Request for Proposal, Change Orders, and Contract Closeout. 7 Scheduling of the Work and coordination with 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 Work,Engineer will schedule a Site Mobilization Conference at the Project Site prior to 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 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 - NotUsed 3.0 EXECUTION - Not Used END OF SECTION 02/2008 01310-3 of 3 CITY OF PEARLAND SUBMITTALS Section 01350 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 form beginning with the number 1 Re- Submittals shall use the origmal 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 description 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 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 or 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 accessories 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 on8Y2 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 T01, T02,T03, etc. 01/2008 01350-6of6 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 10 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 i 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 PHOTO GRAPHS 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 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 01380-2 of 3 CITY OFPEARLAND CONSTRUCTION PHOTOGRAPHS 3 02 POST-CONSTRUCTION PHOTOGRAPHS A Following the completion ofthe Work,take photographs from corresponding vantagepoints 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 r 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 PO 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 OFPEARLAND 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 P O 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 PO Box 1331 Piscataway,NJ 0855-1331 MTh Military Specifications General Services Administration,Specifications Unit(WFSIS) 7th and D Street S W Washington,DC 20406 NACE National Association of Corrosion Engineers P 0 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 l lth 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 PO 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 10 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 j 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 material 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 30 EXECUTION - NotUsed END OF SECTION 02/2008 01430-2 of 2 I i 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 performedunder 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. f 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 - Not Used 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 Materials(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-rigid 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 material mixes requiring control by testing laboratory when required because of change in source of materials or other conditions not caused by Owner 3 Tests required to establish optimum moisture of earth and base materials 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 of3 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 OFPEARLAND 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 I 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, butt are not limited to buildings,tanks,walls,bridges,roads, dams,channels, open drainage,piping,poles, 12-2-2011 01500-1 of 10 CITY OFPEARLAND 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 Workperformedunder 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 Billing 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 Depatlinent, 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 j 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. ' I 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 }VAC 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 in 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. I 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 in 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 CITY OFPEARLAND TEMPORARY FACILITIES AND CONTROLS provisions for changes in the Contract Price as described in Section 00700—General Conditions of Agreement. Support in place and protect from direct or indirect 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 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. j 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 01500-8 of 10 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 01500-9 of 10 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 during 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 - NotUsed 3.0 EXECUTION - Not Used END OF SECTION 12-2-2011 01500-10of10 II CITY OF PEARLAND MOBILIZATION Section 01505 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 ScheduIe 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 7 Temporary Facilities and Controls) j 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 OFPEARLAND 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 OFPEARLAND STABILIZED CONSTRUCTION EXITS Section 01550 STABILIZED CONSTRUCTION EXITS 10 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 performedunder 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 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 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 in 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 OFPEARLAND 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 is 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 installationof 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 fromthe 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 OFPEARLAND 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'A"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 aluminum 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 coating 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 j 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%2"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,21/4" 12/2015 01554-2 of 4 CITY OF PEARLAND STREET SIGNS upper case lettering.Arrow shall be 1 '/a"x 41/4"Long, overlaid with Avery Dennison OL—2001 Yellow electronic Cutable Film 5 Y2"x 8" E Street Name Sign shall have a 3/4"x'/a"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"Carriage 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 intended 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 shallbe 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/orsign related material. 3.03 RESPONSIBILITIES A The contractor is responsible for providing and supplying 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 installingtraffic 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 I , 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 assisting in the regulation of traffic flow and movement, and does not in any way relieve the contractor of full responsibility for r taking such other steps and provide such other Flaggers 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 for 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 If the 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 debris 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 toguide 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 CITY OFPEARLAND WASTE MATERIAL DISPOSAL Section 01562 WASTE MATERIAL DISPOSAL 1.0 GENERAL 1.01 SECTION INCLUDES A Disposal of waste material and salvageable material. B References to Technical Specifications• 1 Section 01350—Submittals 2. Section 01566—Source Controls for Erosion&Sedimentation 3 Section 01600—Materials&Equipment 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Workperformedunder 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. B Obtain and submit applicable permits for proposed disposal sites. C Submit a Waste Material Disposal Plan. D Submit a copy of written permission from property owners,along with a description ofthe property,prior to disposal of excess material adjacent to the Project Site. Submit a written and signed release from property owner upon completion of disposal work. City of Pearland requires individual fill placement permits for all fill placed within the City limits. 1.04 WASTE MATERIAL DISPOSAL PLAN A Contractor shall formulate and implement a plan for the collection and disposal of waste materials on the Project Site which includes the following information. 1 Schedule for collection and inspection. 2. Location of trash and waste receptacles. 3 Provisions for liquid waste and potential water pollutants material B The plan shall comply with applicable federal, state, and local health and safety regulations and Section 01566—Source Controls for Erosion&Sedimentation. 2.0 PRODUCTS - Not Used 07/2006 01562-1 of 3 CITY OFPEARLAND WASTE MATERIAL DISPOSAL 30 EXECUTION 3 01 SALVAGEABLE MATERIAL A Excavated material. When indicated on Plans, load, haul, and deposit excavated material at a location or locations outside the limits of Project Site. B Base, surface, and bedding material Deliver gravel, asphaltic, or other base and surfacing material designated for salvage to the location designated by the Engineer C Pipe culvert:Deliver culverts designated for salvage to Owner's storage area. D Other salvageable materials Conform to requirements of individual Technical Specifications. E Coordinate delivery of salvageable material with Engineer F When temporary, on-site storage of salvaged materials is required, comply with applicable provisions of Section 01600—Materials&Equipment. 3 02 SEDIMENT DISPOSAL A Remove sediment deposits and dispose of them at the designated spoil site for the Project. If a spoil site is not designated on the Plans,dispose of sediment off site at a location not in or adjacent to a stream or floodplain. B Off-site disposal is the responsibility of the Contractor C Sediment to be placed at the Project Site should be spread evenly throughout the designated area,compacted and stabilized. Sediment shall not be allowed to flush into a stream or drainage way D If sediment has been contaminated,it shall be disposed of in accordance with existing federal,state, and local rules and regulations 3 03 EXCESS MATERIAL,WASTE,AND EQUIPMENT A Vegetation,rubble,broken concrete,debris,asphaltic concrete pavement,excess soil, and other materials not designated for salvage,shall become the property of Contractor and shall be removed from the Project Site and legally disposed of. Dispose of removed equipment,materials,waste and debris in a manner conforming to applicable laws and regulations C Excess soil may be deposited on private property adjacent to the Project Site when written permission is obtained from property owner under the provisions of this Section, 1 03D 07/2006 01562-2 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL D Verify the flood plain status of any proposed disposal site Do not dispose of excavated materials in an area designated as within the 100-year Flood Hazard Area, E Waste materials shall be removed from the site on a daily basis, such that the site is maintained in a neat and orderly condition, F No materials shall be disposed in a manner to damage the Ownerr in any way END OF SECTION 07/2006 01562-3 of 3 CITY OFPEARLAND TREE AND PLANT PROTECTION Section 01563 TREE AND PLANT PROTECTION 10 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 aBid Item,no separate payment will be made for Workperformedunder 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 OFPEARLAND 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. 30 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 right-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 right-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 root 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 01563-2of4 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-in 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 of 4 CITY OFPEARLAND TREE AND PLANT PROTECTION 2. When tree must be replaced,the guarantee period 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 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION Section 01566 SOURCE CONTROLS FOR EROSION AND SEDIMENTATION 10 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 aBid 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 - NotUsed 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 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 Dewatering,depressurizing,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 depressurization. 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 payment will 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 monitoring 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 entering 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 2 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. I Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use. 1.05 ENVIRONMENTAL REQUIREMENTS A Comply with requirements of agencies having jurisdiction. 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 Monitor 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 ground water 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 dewatering 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 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 bacicfill. 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 draining 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. i• 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 dewatering 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 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 monitoring 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 or 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 OFPEAR?AND TPDES REQUIREMENTS Section 01565 TPDES REQUIREMENTS 1.0 GENERAL A As used herein and in conjunction with TPDES General Peiiiiit 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,mamtenance,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 - NotUsed 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/Subcontractor's 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 — Coordination&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 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 TCEQ Form—20134 NOC TCEQ Form—20023 Site Notice Forms 08/2018 01565-4 of 4 END OF SECTON rag, General Permit to Discharge Under TCEQ the Texas Pollutant Discharge Elimination System Stormwater Discharges Associated with Construction Activities TXR150000 Effective March 5, 2018 minted on recycled pap„ paper TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Texas Commission on Environmental Quality P.O.Box 13087,Austin,Texas 78711-3087 coggA GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM under provisions of Section 4oz of the Clean Water Act and Chapter 26 of the Texas Water Code This permit supersedes and replaces TPAES General Permit No.TXR150000,issued March 6,zo13 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. 2,.$.1,34 For he Co ission TPDES GENERAL PERMIT NUMBER TXRY5 0 0 0 o 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 Thick 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 .3o Section C. Deadlines for SWP3 Preparation,Implementation,and Compliance .3o Section D. Plan Review and Making Plans Available .3o 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 TXRr50000 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) ] acre C &E) YO Do you meet the rr.S Will 5 or more definition of r acres be disturbed') "operator?"(*2) (*I) n'0 YES Permit Coverage Required • Prepare and Implement SWP3 • Post Site Notice • Submit Copy of Site Notice to MS4 Operator • A Are you a"primary `O operator?"(*2) T Permit Coverage Not rt3:i' Required~Unless Part r Permit Coverage Required of a Larger Common • Prepare and Implement SWP3 Plan of Development • Submit NOI to TCEQ or Sale a Post Site Notice i • Submit Copy of NOI to MS4 Operator (*I) To determine the size of the construction project,use the size of the entire area to be disturbed,and Include the size of the larger common plan of development or sale,if the project is part of a larger project(refer to Part I.13., "Definitions,"fir an explanation of"common plan of development or sale"). (*2) Refer to the definitions fir"operator,""primary operator,"and"secondary operator"in Dart 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 io 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 activities) 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 TXRi50000 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 Finney,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.14o3 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.htrnl. 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 TXR150oco (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 years 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 the 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.Coo 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 Coo CFR§122.2). Infeasible—Not technologically possible,or not economically practicable and achievable in light of best industry practices.(4o CFR§450.11(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 than five(5)acres of total Page 8 Construction General Permit TPDES General Permit TXRi50000 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 primacy 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 TXR150oo0 (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 meeting 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(40 CFR §122.2) Pollutant-Dredged spoil,solid waste,incinerator residue,sewage,garbage,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. The 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(1)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 TXR150000 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 autothatically 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 327 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 TXR150000 (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 i. Stormwater Associated with Construction Activity Discharges of stormwater runoff and certain non-stormwater discharges from small and large construction activities maybe 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 fiushings(excluding discharges of hyp erchlorinated water,unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life),which include fleshings from systems that utilize potable water,surface water,or groundwater that does not contain additional pollutants(uncontaminated fire hydrant fiushings 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; r � 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 maybe 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 maybe 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 or 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 from one operator to another or one company to another,and may not be included in an NOC. 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 to discharge. 7 Signatory Requirement for NOT Forms,Notice of Termination(NOT)Forms,NOC Letters,and Construction Site Notices NOT 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 NOT 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 NOT 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 maybe 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 TXR15o 0 00 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 for 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; ii. 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(1o)days prior to the date that responsibility for operations terminates,and the new operator must submit an NOT at least ten (10)days prior to the transfer of operational control,in accordance with ( condition(c)below;and it 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 TXR15oo00 II.E.i—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 anew 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(6). 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 B 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. (e) Multiply the percent value obtained in Step(c)above by the 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.eduiindex.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 under a 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 to 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 TXR150oo0 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(33 o)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; 1 (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 3o TAC§205.3(relating to Public Notice,Public Meetings,and Public Comment),the commission may amend, Page 27 Construction General Permit TPDES General Permit TXR1.50000 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.r(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(SWP3) 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 of 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 the site. 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-day 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 is 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 TXRi50000 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. Y. 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 r. 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 of 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 for SWP3 Preparation,Implementation,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,or local agency approving sediment and erosion plans,grading plans,or stormwater 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 the 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 II.E.r and 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 i - Page 30 Construction General Permit TPDES General Permit TXR150000 activities at these linear construction sites maybe 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 TXRl5ocoo 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, v locations of construction support activities,including 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 wash areas;and ix. designated points on the site where vehicles will exit onto paved roads(for instance,this applies to construction transition from 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 may be disturbed or that may receive discharges from disturbed areas of the project; (j) a copy of this TPDES general permit; (k) the NOI and the 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 operators of large construction sites; (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. Control measures must be properly selected,installed,and maintained according to the manufacturer's or designer's specifications. i - Page 32 Construction General Permit TPDES General Permit TXR.7.5o000 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 LB 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 may alternatively utilize temporary perimeter controls. The operator must 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 III.F 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 stabilization must be achieved prior to termination of permit coverage. v TCEQ does not expect that temporary or permanent stabilization measures to be applied 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 for implementation of controls. i. Sites With Drainage Areas of Ten or More Acres (A) Sedimentation Basin(s) (i) A sedimentation basin is required,where feasible,for a common drainage location that serves an area with ten(io)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 I � 4 Construction General Permit TPDES General Permit TXRx50000 (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 maybe used to control solids in stormwater runoff for drainage locations serving less than ten(lo) 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 may be 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 SW133. 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 and 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 be 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 1o,000 square feet of floor space that was built or renovated before January 1,198o,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 ii. 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 Local 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 shall 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 be 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 TXR150000 of stormwater controls,and prior to the next rain event if feasible. If 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 50%. 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§305.128. (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 TXR150000 suspended solids,foam,oil sheen,and other such indicators of pollutants in stormwater) 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 after 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 may 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 schedule and that any changes to the schedule are made in accordance with the following provisions: the inspection frequency schedule 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 1.4 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. E. For representative inspections,personnel must inspect controls along the construction site for o.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 maybe considered as representative of the condition of controls along that reach extending from the end of the o.25 mile portion to either the end of the next 0.25 mile inspectedportion,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 maybe 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. 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 andbeginning 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§3o5.128(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. 1o.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§§125.3o-125.32,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). 1. Erosion and sediment 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 stormwater 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 of 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 ii, 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 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 14 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 14 calendar days after initiation of soil stabilization measures,and final stabilization must be achieved prior 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 trendies 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 operation and 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 IV 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 may be 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-stormwater from concrete batch plants that meet the requirements of a construction support activity can be authorized under this permit(see 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 requirement in Part II.A.2.(c)] This permit does not authorize 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 benchmark monitoring values: Table 1.Benchmark Parameters Benchmark Benchmark Value Sampling Sample Type Parameter Frequency Oil and Grease(*1) 15 mg/L 1/quarter(*2) (*3) Grab(*4) Total Suspended 5o mg/L 1/quarter(*2)(*3) Grab(*4) Solids(*1) pH 6.o—9.0 Standard Units 1/quarter(*2)(*3) Grab(*4) Total Iron(*1) 1.3 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 40 CFR§136.1(c)and 40 CFR §122.44(i)(1)(iv) 1 Page 42 Construction General Permit TPDES General Permit TXR150oo0 (*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 30 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.1 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 maybe 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 ofbenchmarkvalues for that pollutant maybe resolved by referencing earlier findings in the SWP3. Background concentrations maybe 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 TXRi50000 Section B. Best Management Practices(BMPs)and SWP3 Requirements Minimum SWP3 Requirements—The following are required in addition to other SWP3 requirements listed in this general permit,which include,but are not limited to the applicable requirements located in Part III.F 7 of this general permit,as follows 1. 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—The site map must include the following information. 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), 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. (b) Inventory of Exposed Materials—A list of materials handled at the concrete batch plant that maybe 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 IV.B.1 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 PermitTXR1S0000 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 IV.B.i, "Description of Potential Pollutant Sources"),and pollution prevention measures and controls identified in the SWP3(as required in Part IV.B.2, "Measures and Controls") The revisions may include a schedule for implementing the necessary changes. (c) The permittee 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§305.1.28,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 TCEQ water quality permit or otherwise disposed of in an authorized manner. Discharges of concrete truck wash out at construction sites maybe authorized if conducted in accordance with the requirements of Part 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 in 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 temporaryberms,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 may be modified,suspended,revoked and reissued,terminated or otherwise suspended for cause,based on rules located in TWC§23.086,30 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§§361.o32-361.033 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§§3o1,302,306,307,308, 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 4o2(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 violating 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 in 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 40 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 4o CFR§136.1(c)and 4o 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. 1 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 TXRi 0000 A 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 Andrews: Nov 15 Apr 3o Ector Nov 15-Apr 30 Archer Dec.15-Feb.14 Edwards: Dec.15-Feb.14 Armstrong: Nov 15-Apr 3o 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 30,or Aug.15-May 14,or Baylor Dec.15-Feb.14 Sept.1-May 30,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-Apr 30 Carson. Nov 15-Apr 3o Garza. Nov 15 Apr 30 Castro Nov 15-Apr 3o Glasscock: Nov 15-Apr 30 Childress Dec.15-Feb 14 Hale: Nov 15-Apr 30 Cochran. Nov 1-Apr 30,or Nov 15- Hall. Feb.1 Mar 30 May 14 Hanford. Nov 15-Apr 30 Coke: Dec.15-Feb.14 Hardeman. Dec.15-Feb.14 Coleman. Dec.15-Feb.14 Hartley. Nov 15-Apr 30 Collingsworth. Jan.1-Mar 30,or Dec.1- Haskell. Dec.15-Feb.14 Feb.28 Hockley Nov 1-Apr 14,or Nov 15- Concho. Dec.15-Feb.14 Apr 30 Cottle: Dec.15-Feb.14 Howard. Nov 15-Apr 30 Crane: Nov 15-Apr 3o Hudspeth. Nov 1-May 14 Crockett: Nov 15-Jan.14,or Feb.1- Hutchinson. Nov 15-Apr 30 Mar 3o Irion. Dec.15-Feb.14 Crosby. Nov 15-Apr 3o Jeff Davis Nov 1-Apr 30 or Nov 15- Culberson. Nov 1-May 14 May 14 Dallam. Nov 1 Apr 14,or Nov 15-Apr Jones. Dec.15-Feb.14 30 Kent: Nov 15-Jan.14 or Feb.1-Mar 30 Dawson. Nov 15-Apr 3o Kerr Dec.15-Feb 14 Deaf Smith. Nov 15-Apr 30 Kimble: Dec.15-Feb.14 Dickens: Nov 15-Jan.14,or Feb.1-Mar King: Dec.15-Feb.14 30 Dimmit: Dec.15-Feb.14 Kinney Dec.15-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 30 Page 50 Construction General Permit TPDES General Permit TXR150000 Loving: Nov 1-Apr 30,or Nov x5-May Scurry Nov 15-Apr 30 14 Shackelford. Dec.15-Feb 14 Lubbock: Nov 15-Apr 3o Sherman. Nov 15-Apr 30 Lynn. Nov 15-Apr.3o Stephens. Dec.15-Feb 14 Martin. Nov 15-Apr.3o Sterling: Nov i5-Apr 30 Mason. Dec.15-Feb.14 Stonewall. Dec. -Feb.14 Maverick: Dec.15-Feb.14 Sutton. Dec.15-Feb.14 McCulloch. Dec.is-Feb.14 Swisher Nov 15-Apr 30 Menard. Dec. -Feb.14 Taylor Dec. -Feb.14 Midland. Nov 15-Apr 3o Terrell. Nov 15-Apr 30 Mitchell. Nov 15-Apr.3o Terry. Nov 15-Apr 30 Moore: Nov 15-Apr 30 Throckmorton. Dec.15-Feb.14 Motley' Nov 15-Jan.14,or Feb.1-Mar Tom Green. Dec.15-Feb 14 30 Nolan. Dec.15-Feb.14 Upton. Nov 15-Apr 30 Oldham. Nov 15-Apr 30 Uvalde: Dec,15-Feb.14 Farmer 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 Wilbarger Dec.15-Feb.14 May 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. -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. -Feb.14 Zavala. 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V ffitii "'4 4"i' . kfl ...,!:7.: _'_:-.::.:,, At A SVX0,1,III Sall°Z(ia)xapui ki.pkilsoaa a xlpua ddy (Dim 09-Exx,i,viutraci reJauao sac[cu 1.tuLtaa tuaatiap uoilon.i4sTio0 Construction General Permit TPDES General Permit TXR1S0000 Appendix C: Isoerodent Map NE-1 Isms,mai VairiSiaratiiinrAtrer ithrim tusr4Pr issitwat II fltAt iir r1 �4' a , Spitineatiorir litekillet "� oity. win 111 if iriP' ''+ 1 la° lillarrhafillaarVIVP,04114181170,PS logirrifigesiiitirieritrifftiV1016#'*INA 4-41104111bir Ilrifh 4 ILE rim 47#16 0:440 0*-tritsrliollir`- 4° 1-912 ming'04'41411pc' "-Villa Italy` 2 { ; y T ... �l.i�I.JR.0.Sil./i. ■ ■�Nr..r.�e sa Adaptedfrom Chapter 2 of USDA Agriculture Handbook yog• "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 Construction General Permit TPDES General Permit TXRI.50000 Appendix D. Erosivity Indices for EI Zones in Texas Periods. EX# 1/1 1/16 1/3i 2/15 3/1 3/i6 3/31 4/15 4/30 5/15 5/30 6/14 6/29 7/14 7/29 8/13 8/28 9/12 9/27 10/1210/27 u/11 11/26 12/11 12/31 89 0 1 1 2 3 4 7 2 8 27 38 48 55 62 69 76 83 90 94 97 98 99 loo loo loo go 0 1 2 3 4 6 8 13 21 29 37 46 54 60 65 69 74 81 87 92 95 97 98 99 100 91 0 0 0 0 1 1 1 2 6 16 29 39 46 53 60 67 74 81 88 95 99 99 loo 100 100 92 0 0 0 0 1 1 1 2 6 16 29 39 46 53 60 67 74 81 88 95 99 99 100 loo loo 93 0 1 1 2 3 4 6 8 13 25 40 49 56 62 67 72 76 8o 85 91 97 98 99 99 100 94 0 1 2 4 6 8 10 15 21 29 38 47 53 57 61 65 7o 76 83 88 91 94 96 98 too 95 0 1 3 5 7 9 11 14 18 27 35 41 46 51 57 62 68 73 79 84 89 93 96 98 loo 96 0 2 4 6 9 12 17 z3 30 37 43 49 54 58 62 z 66 7o 74 78 82 86 90 94 97 loo 97 0 1 3 5 7 10 14 20 28 37 48 56 61 64 68 72 77 81 86 89 92 95 98 99 100 106 0 3 6 9 13 17 21 27 33 38 44 49 55 61 67 71 75 78 Si 84 86 90 94 97 100 * Each period begins on the date listed in the table above and lasts until the day before the following period. The final period begins on December 1A and ends on December 31. Table 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 ofAgriculture, Agricultural Research Service I , Page 54 TCEQ Office Use Only Permit No: CN: RN: Notice of Intent (NOT) for an Authorization for Stormwater Discharges Associated with Construction Activity under 'MEG 'l'FDES General Permit D R.150000 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.cfui or you can contact TCEQ Stormwater Processing Center at 512-239-3700 le1'F.R),4IIT ': ;. Effective September 1, 2018,this paper form must be submitted to TCEQwith 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 APPLICATIONTEE AND_PASYIONT 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: w • If payment was made via ePay,provide the following: o Voucher Number: t:' r' o A copy of the payment voucher is attached to this paper NOI form. TCEQ-2o022(3/6/2018) Page 1 Notice of Intent for Construction Stormwater Discharges under TXR150000 RENEW`AL'•(This.por,'tio :of:h]ie NO `is'not.applicable•akter,June`3:,.:201.8) ,s, Is this NOI for a renewal of an existing authorization? G7 Yes .O,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 entity? 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)? Prefix(Mr Ms. Miss): .k First and Last Name: .. r'" r Suffix: }' „ ? �? . ^ : z•, -';;`' Title: G,, ;z i, .Kt:. Credentials: Phone Number .:4.; .. ,;,<;''t.,{ ; •e,,. Fax Number E-mail: - Oi', ;,y.;,.. ;a�t .,:>.;� •\. '"i-''ref:;,=,eLa�r_ a:��„C•(:y, ` Mailing Address: City, State, and Zip Code:f Z''' Mailing Information if outside USA. Territory is _ ''a ; Country Code: . . a, ;,'•,: ,.. Postal Code: r''* WON ..,U, d) Indicate the type of customer .Individual Federal Government 0 Limited Partnership i County Government O;General Partnership 0:State Government O.Trust c City Government $ii Sole Proprietorship (D.B.A.) Cl Other Government p, Corporation ® Other «z' :-ss.:l• g, ;, ®,Estate e) Is the applicant an independent operator? ,Yes O 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 tj 251-500 0.21-100 ; 501 or higher ®.;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;'.p Federal Tax ID r Texas Secretary of State Charter(filing)Number DUNS Number(if known):,,. . SECTION 2.APPLICATION CONTACT • Is the application contact the same as the applicant identified above? `0.Yes, go to Section 3 CP No, complete this section Prefix(Mr.Ms.Miss): First and Last Name: Suffix: Title:I. Credential. Organization Name:I; Phone Number: '' FaxNuinber: t;E-mail: - F Mailing Address:, Internal Routing(Mail Code,Etc.): i City, State, and Zip Code:r-" Mailing information if outside USA. Territory t.J . Country Code:r- Postal Code: SECTION-3. REGULATED-ENTITY(RE)-INFORMATION-ON-PROJECTOR-SITE- a) If this is an existing permitted site,what is the Regulated Entity Number (RN) issued to this site?RN r ''; (Refer to Section 3.a) of the Instructions) TCEQ-2oo22(3/6/2018) 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). :1 d) County or Counties (if located in more than one). 4.1 e) Latitude: , Longitude: s•-•fq*jfi5Pr— .71,1 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 Description. ,,Stf,',.4, ,„ City(or city nearest to)where the site is located. Zip Code where the site is located. • SECTION 4. GENERAL CHARACTERISTICS a) Is the project or site located on Indian Country Lands? 01 Yes, do not submit this form.You must obtain authorization through EPA Region 6. 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? ri 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. '01 No c) What is the Primary Standard Industrial Classification(SIC) Code that best describes the construction activity being conducted at the site? d) What is the Secondary SIC Code(s),if applicable?IA ;,4371,;1.4 e) What is the total number of acres to be disturbed? 1*' ';' '111,4 f) Is the project part of a larger common plan of development or sale? TCEQ-2oo22(3/6/2018) Page 4 Notice of Intent for Construction Stormwater Discharges under TX121.50oo0 0 Yes b 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?I;. j;4.. ' ' h) What is the estimated end date of the project? ; , , �`:,- i) Will concrete truck washout be performed at the site? 0 Yes 0 No j) What is the name of the first water body(ies)to receive the stomiwater runoff or potential runoff from the site? ., a 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)? j i Yes ,®: 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? 0,Yes, complete the certification below b 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. C 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). Q.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-2o 022(3/6/2°18) Page 5 Notice of Intent for Construction Stormwater Discharges under TXR7.5oo00 SECTION G.APPLICANT`CERTIFICATION;SIGNATURE • Operator Signatory Name: 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, 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-2oo22(3/6/2018) Page 6 Notice of Intent for Construction Stormwater Discharges under TXR150000 NOTICE OF INTENT CHECKLIST ( 150000) 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.) APPLICATION FEE If paying by check: 0 Check was mailed separately to the TCEQs Cashier's Office. (See Instructions for Cashier's address and Application address.) 'D Check number and name on check is provided in this application. If using ePay d The voucher number is provided in this application and a copy of the voucher is attached. RENEWAL p;If this application is for renewal of an existing authorization, the authorization number is provided. OPERATOR INFORMATION 0 Customer Number(CN)issued by TCEQ Central Registry 0 Legal name as filed to do business in Texas. (Call TX SOS 512-463-5555 to verify) D 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 d Type of operator (entity type).Is applicant an independent operator? El Number of employees. El For corporations or limited partnerships-Tax ID and SOS filing numbers. [7 Application contact and address is complete&verifiable with USPS.http://www.usns.com REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE 0 Regulated Entity Number(RN) (if site is already regulated by TCEQ) 0 Site/project name and construction activity description ,0 County p Latitude and longitude httn./iwww.tceci.texas.govigriSiscimaview.html TCEQ 20022 Checklist(03/06/2018) Page 1 0 Site Address/Location.Do not use a rural route or post office box. GENERAL:CHARACTERISTICS q Indian Country Lands -the facility is not on Indian Country Lands. p Construction activity related to facility associated to oil,gas, or geothermal resources q Primary SIC Code that best describes the construction activity being conducted at the site. www.osha.gov/oshstats/sicser.html E Estimated starting and ending dates of the project. d Confirmation of concrete truck washout. .,Acres disturbed is provided and qualifies for coverage through a NOI. Cd Common plan of development or sale. [d Receiving water body or water bodies. CI Segment number or numbers. 0 MS4 operator q Edwards Aquifer rule. CE141tiICATIQN Ct Certification statements have been checked indicating Yes. 0 Signature meets 30 Texas Administrative Code (TAC) §305 44 and is original. 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 (TXR150000) GENERAL INFORMATION Where to.SencIthe 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 Cirde 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:htti://www.tceq.texas.gov/enav 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 foriii 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 Deficiency If an item is incomplete or not verifiable as indicated above, a notice of deficiency(NOD) will be mailed to the 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. GeneralnPe mit'(Xour 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. For paper NOIs,provisional coverage under the general permit begins 7 days after a completed NOI is postmarked for delivery to the TCEQ. You should have a copy of 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.tceo.texas.gov Search using keyword TXR150000 Y � ,'z.r f to; - ��',is—r:3�c_�,��` - .- �. ^�. Change r Operator 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. TCEQQ;Genital°Regis1xy Core Data;FormM 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 or site. 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://wwwl5 tceq.texas.gov/crpub/or you can contact the TCEQ Stormwater Processing Center at 512-239-3700 for assistance. On the website,you can search by your permit number, the Regulated Entity(RN)number, or the Customer Number(CN).If you do not know these numbers, you can select"Advanced Search" to search 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) Page 2 Instructions for Notice of Intent for TPDES General Permit TXR150000 :INSTRUCTIONS FOR FILLING OUT THE NOI FORM 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.tceG.texas.gov/crnub/ 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.uses.com/go/ZinLooku»Action!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(DC 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 TXR1 50000 Trust or Estate A trust and an estate are fiduciary relationships governing the trustee/executor with respect to the trust/estate property Sole Proprietorship (DBA) A sole proprietorship is a customer that is owned by only one person and has not been incorporated.This 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 applicant.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 itself.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 Check No if this customer is a subsidiary,part of a larger company, or is a governmental entity Otherwise, 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 fox TPDES General Permit TXR1 50000 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.REGULAIED ENTITY(RE)INFORMATION ON PROJECT OR SUE 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 httn://wwwl5.tceo.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 description. 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: httn.//www.tceo.texas.glovhis/sqmaview.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 an 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 B.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 site location. Section 4. GFNFR:AT•;C:HARACTERISTICS` a) Indian Country Lands If your site is located on Indian 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, gas, or geothermal resources If your activity is associated with oil and gas exploration, development, or production, you maybe 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 maybe 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 axe 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?s1=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 Codes, enter the following link into your Internet browser http://www.osha.gov/p1s/iris/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)maybe 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/unis/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 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. If you have any questions about this item,please contact the stormwater technical staff by phone at 512-239-4671 or by email at swgp@tceq.texas.gov f) Common Plan of Development Construction activities that disturb less than five acres do not 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.htrnl 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 track 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 classified water body(s) Identify the classified segment numbers)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: wwv.tceq.texas.gov/waterouality/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 wwv.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. I) 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 fox TPDES General Permit TXR1S0000 1 copy of the NOT 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 TCEQwebsite 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/eanp/viewer.html or by contacting the TCEQ Water Quality Division at 512-239-4671 for 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 by the Executive Director under the Edwards 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. Sectioia'S.jNOIxCERl-1t'�1CA.TION: `° Note: Failure to indicate Yes 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(TXR150000)begins 7 days after the completed paper NOT 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 TCEQ web site by entering the following link into an internet browser www.tceq.texas.gov/goto/construction or you may contact 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 TCEQinvestigator to review on request. Section,6:APPIJ'IAN ,CERJ:I HCATION'SIGNATITOT,,- 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 maybe 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 Adni n strati e Cgde §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.Fox 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) 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. r'_ -r_._r may. .. _. j n• ._. .,..a '. : ;?'_ .� � ... is r. r3risfriie oris: �: ;:.,, - Y• r ...,. .n ,his;/,:` ti{ ,l: d'�(": r .�::.. .4 � .r. y' e n 7..,l.' ',.U:r•%i" t. .'t^t' i .t. • 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 NOlform. • Do not this form to the same address as your NOT. Mail this:form and;your.check',to;either.of,t} e`followin r .k; ; . s 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 'Pee,Codes `; '.Genexal'Perm,t',,'. T R 50000 1 Check or Money Order No: .• 11%1.4 •1,7) e"; 2. Amount of Check/Money Order: =: {:, fF' •i': 3 Date of Check or Money Order 4. Name on Check or Money Order.r -?; 5. NOI 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 NOT 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 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 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 Cone: GPA;,.. _„ „ . General.Permit ,TXG92oo . 00 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 " "- „S 4 C0 4t .. s: , ace. " , ;;,. : :t:. TCEQ-20134(04/13/2006) Page 1 TCEQ Office Use Only Permit No: PriqM CN: RN: Es - Region: 11111 - Notice of Termination (NOT) for Authorizations under ICE() TPDES General Permit TXR150000 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:httus://www3.tceq.texas.gov/steers/ What is the permit number to be terminated? TXR15! iTXRCW 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: I Suffix: Title: ;Credentials: Phone Number:r I 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): First and Last Name: .„ Suffix: Title: Credentials. .q Phone Number Fax Number: *1' Email. Mailing Address: .). • City, State, and Zip Code:rfl Country Mailing Information,if outside USA. Section 3.3. REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE a) TCEQ issued RE Reference Number(RN): RN eNTA',.,„0\35rri?:K.4 b) Name of project or site as known by the local community. c) County,or counties if more than 1. 471 d) Latitude: ‘-4 Longitude: e) Site Address/Location: If the site has a physical address such as 12100 Park 35 Circle,Austin,TX 78753, complete Section 3A. If the site does not have a physical address,provide a location description in Section 3B. Example.located on the 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: VeR City, State, and Zip Code: Section 3B:Site Location Description: Location description, 4. -r ;{!. 3Sj 2" City where the site is located or,if not in a city,what is the nearest city- Zip Code where the site is located.if Section 4. REASON FOR TERMINATION Check the reason for termination. ii Final stabilization has been achieved on all portions of the site that are the responsibility of the Operator and all silt fences and other temporary erosion control S have been removed, or scheduled for removal as defined in the SWP3 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 transferred to the new Operator TCEQ-20023 (03/09/2018) Page 2 Notice of Termination for TXR150000 • 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: ., r;;k,<<s, Signatory Title:E;: ''' 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: TCEQ20023(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 O.Box 13087 12100 Park 35 Circle Austin,Texas 78711-3087 Austin,TX 78753 TCEQ Contact List: Application status and form questions: 512-239-3700, swpernut@tceci.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. Change in Operator: 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/wa_dna/index.cfm. TCEQ-20023 (03/09/2018) Page 1 Instructions for Notice of Termination for TXR150000 Section 1. 0•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,fox the current permittee,is available at the following website: http://www2.tceq.texas.gov/wci_dpa/index.cfm. b) Legal Name of Operator The operator must be the same entity as previously submitted on the original Notice of Intent for the permit number provided.The current operator name, as provided on the current authorization,is available at the following website: httn://www2.tceo.texas.gov/wo_du a/index.cfm. c) Contact Information for the Operator(Responsible Authority) Provide information for person signing the NOT 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 Update the address if different than previously submitted for the Notice of Intent or Notice of Change.The mailing address must be recognized by the US Postal Service. You may verify the address on the following website:https://tools.uses.com/go/ZipLookuPAction!innut.action. The phone number should provide contact to the operator The fax number and e-mail address are optional and should correspond to the operator Section 2.A 'lication 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 Entity(RE)Information on Project or Site: a) Regulated Entity Reference Number(RN) A number issued by TCEQ's Central Registry to sites where an activity regulated by TCEQ. This is not a permit number,registration number,or license number.The Regulated Entity Reference Number is available at the following website: http://www2.tceq.texas.gov/wq_dpa/index.cfm. 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. 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 authorization is available at the following website:http://www2.tceq.texas.gov/wq,.dua/index.cfm. e) Site/Project(RE)Physical Address/Location Information The physical address/location information,as provided on the current authorization,is available at the following website:http://www2.tceo.texas.gov/wn_dpa/index.cfm. 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 Perntittee 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 NOT 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 30 Texas Adwinistrative 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). TCEQ 20023 (03/09/2018) Page 4 Instructions for Notice of Termination for TXR150000 M, MOW 11111 wow • Sy 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. VIMil mom IMO LARGE CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality(TCEQ) Stormwater Program 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 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 I I.D.2. of the general permit. Additional information regarding the TCEQ stormwater permit program maybe found on the internet at: http.//www,tceq.state.tx.us/nav/permits/wq donstruction.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(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 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. --,11111111111=MIMI MirNW 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.us/nav/permits/wq construction.html 11 Operator Name: Contact Name and Phone Number Project Description. 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 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.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 ILF.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 Workperfoiuied 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 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 and 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. 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 other 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 otherwise permanently 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 3 Tillage 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 arid 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, or other impervious material to prevent contamination of soil in the area. 7 Isolate areas of contaminated soil or other materials to facilitate proper removal and disposal. C Where effective control measures are not feasible,equipment shall be taken off-site for maintenance and repair 3.07 WASTE COLLECTION AND DISPOSAL A Conduct operations in conformance with the plan provided in Section 01562—Waste Material Disposal and utilize such control measures,described in this Section,as may be necessary to eliminate or significantly reduce the discharge of possible water pollutants from the Project Site as a result of waste collection and disposal. B Keep receptacles and waste collection areas neat and orderly to the extent possible. Waste shall not be allowed to overflow its container or accumulate from day-to-day Locate trash collection points where they will least likely 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 watercourse or 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. 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 A Store and use potential water pollutants such as pesticides,fertilizers,distillate fuels, lubricants, solvents, cements, paints, acids, caustics, and other toxic substances in accordance with manufacturers' guidelines, Material Safety Data Sheets, and with local, state, and federal regulations. 07/2006 01566-4 of 5 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 OFPEARLAND TRENCH SAFETY SYSTEM Section 01570 TRENCH SAFETY SYSTEM 1.0 GENERAL 1.01 SECTION INCLUDES A. Trench safety system for the construction of trench excavations B Trench safety system for excavation of utilities, excavation of structures, and embankment which fall under provisions of federal, state, or local excavation safety laws. C. References to Technical Specifications. 1 Section 01200—Measurement&Payment Procedures 2. Section 01350—Submittals D Referenced Standards 1 Occupational Safety and Health Administration(OSHA) E. Definitions 1 Trench.A narrow excavation(in relation to its depth)made below the surface of the ground. In general,the depth is greater than the width,but the width of a trench(measured at the bottom) is not greater than 15 feet. 2. Trench safety system requirements apply to larger open excavations if the erection of structures or other installations limits the space between the excavation slope and the installation to dimensions equivalent to a trench as defined. 3 Trench safety systems include both Protective Systems and Shoring Systems but are not limited to sloping,sheeting,trench boxes or trench shields,slide rail systems, sheet piling,cribbing,bracing, shoring, dewatering or diversion of water to provide adequate drainage. ' I 5/2013 01570-1 of5 CITY OF PEARLAND TRENCH SAFETY SYSTEM a. Protective System.A method of protecting employees from cave-ins, from material that could fall or roll from an excavation face or into an excavation, or from the collapse of an adjacent structure. b Shoring System. A structure, which supports the sides of an excavation,to prevent cave-ins,maintain stable soil conditions, or to prevent movements of the ground affecting adjacent installations or improvements c. Special Shoring: A shoring system meeting Special Shoring Requirements for locations identified on the Plans. 4 Competent Person-one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary,hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them. 1.02 MEASUREMENT AND PAYMENT A. Measurement for trench safety systems used on utility excavations is on a linear foot basis,measured along the centerline of the trench. Payment for trench safety systems includes payment for manholes and other line structures B Unless indicated in as a Bid Item,no separate payment will be made for shoring systems under this Section. Include cost in Bid Items for trench safety systems. C. If shown on the Plans and included in Section 00300—Bid Proposal as a separate Bid Item, Measurement and Payment for Special Shoring system installation for trench excavation is on a square foot basis,measured and completed in place. D Unless indicated as a Bid Item, no separate payment will be made for trench safety systems used on structural excavations under this Section. Include cost for trench safety system used on structural excavations in applicable structure installation. E. Unless indicated as a Bid Item, no separate payment will be made for trench safety systems used on roadway excavation or embankment under this Section. Include cost in applicable Sections. F 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 safety plan specifically for the construction of trench excavation, excavation of utilities, excavation of structures, and embankment which fall under provisions of 5/2013 01570-2of5 CITY OFPEARLAND TRENCH SAFETY SYSTEM federal,state, or local excavation safety laws. Design the Trench Safety Plan to be in accordance with OSHA Standards-29CFR governing the presence and activities of individuals working in and around trench excavations, and in accordance with any Special Shoring requirements at locations shown on the Plans. Include in the plan, submittal of the contact information for the Competent Person. C. Have Shop Drawings for trench safety systems sealed, as required by OSHA, by a Professional Engineer, licensed by the State of Texas, retained and paid by the Contractor 1.04 REGULATORY REQUIREMENTS A. Install and maintain trench safety systems in accordance with the provision of Excavations,Trenching,and Shoring,OSHA Standards 29 CFR,Part 1926,Subpart P, as amended,including Final Rule,published in the Federal Register Vol.54,No.209 on Tuesday, October 31, 1989 The sections that are incorporated into these Technical Specifications,by reference, include Standard 1926 650—652 B A reproduction of the OSHA Standards — 29 CFR included in Subpart P — "Excavations"from the Federal Register Vol.54,No 209 is available upon request to Contractors bidding on the Work. The Owner assumes no responsibility for the accuracy of the reproduction. The Contractor is responsible for obtaining a copy of this section of the Federal Register C. Include in the Trench Safety Program measures that establish compliance with the standard interpretation of the General Duty Clause,Section 5.(a)(1),ofthe Occupational Safety and Health Act of 1970—20 USC 654 which states,"Employers must shore or otherwise protect employees who walk/work at the base of an embankment from possible collapse." D Legislation that has been enacted by the State of Texas with regard to Trench Safety Systems is hereby incorporated, by reference, into these specifications. Under Texas Statutes, refer to Chapter 756 of the Health and Safety Code, SUBCHAPTER C TRENCH SAFETY E. Reference materials,if developed for this Work,will be issued by the Engineer along with the Bid Documents, including the following: 1 Geotechnical information obtained for use in design of the trench safety system. 2. Special Shoring Requirements. 1 05 INDEMNIFICATION A. Contractor shall indemnify and hold harmless the Owner, its employees, and agents, from any and all damages,costs(including,without limitation,legal fees,court costs, and the cost of investigation),judgments or claims by anyone for injury or death of 5/2013 01570-3 of 5 CITY OF PEA PJAND TRENCH SAFETY SYSTEM persons resulting from the collapse or failure of trenches constructed under this Contract, B Contractor acknowledges and agrees that this indemnity provision provides indemnity for the Owner in case the Owner is negligent either by act or omission in providing for trench safety, including, but not limited to safety program and design reviews, inspections,failures to issue stop work orders,and the hiring of the Contractor C. Review of the safety program by the Engineer will only be in regard to compliance with the Contract Documents and will not constitute approval by the Engineer nor relieve Contractor of obligations under state and federal trench safety laws. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION 3.01 INSTALLATION A. Install and maintain trench safety systems in accordance with provisions of OSHA Standards—29 CFR. B Specially designed trench safety systems shall be installed in accordance with the Contractor's trench excavation safety program for the locations and conditions identified in the program. C. Install Special Shoring at the locations shown on the Plans. D Obtain verification from.a Competent Person,defined in this Section and as identified in the Contractor's Trench Safety Program, that trench boxes and other pre- manufactured systems are certified for the actual installation conditions 3.02 INSPECTION A. Conduct daily inspections by Contractor or Contractor's independently retained consultant, of the trench safety systems to ensure that the installed systems and operations meet OSHA Standards—29 CFR and other personnel protection regulations requirements B If evidence of possible cave-ins or slides is apparent, immediately stop work in the trench and move personnel to safe locations until necessary precautions have been taken to safeguard personnel. C. Maintain a permanent record of daily inspections. 5/2013 01570-4of5 CITY OF PEARLAND TRENCH SAFETY SYSTEM 3 03 FIELD QUALITY CONTROL A. Verify specific applicability of the selected or specially designed trench safety systems to each field condition encountered on the Work. END OF SECTION 5/2013 01570-5 of 5 CITY OFPEARLAND 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 in 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 Engineer, 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 in the right-of-way over a distance. A 10/2014 01580-1 CITY OFPEARLAND PROJECT IDENTIFICATION SIGNS linear project requires a project identification sign at each end of the construction site. 2 Single Site or Building Projects Provide one project identification sign. 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. Relocate signs as directed in writing by the City Engineer E. Alternate Skid-mounted 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 1.04 SUBMITTALS 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 lettering,if used. 2.0 PRODUCTS 2.01 SIGN MATERIALS A. Structure and Framing. All sign materials shall be new 1 Sign Posts Use 4-inch by 4-inch treated wood posts,sized to fix top of sign at 6 FEET ABOVE GROUND 2. Sign Supports and Skid Bracing.2-inch by 4-inch wood framing material. 3 Skid Members 2-inch by 6-inch wood framing material. 4 Fasteners a. Use galvanized steel fasteners. b Use 3/8-inch by 5-1/2-inch button head carriage 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 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 01580-2 !' i 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 in 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 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 aBid Item,no separate payment will be made for Work performedunder 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 deliveries that cause lengthy storage or overburden of limited storage space. 07/2006 01600-1 of 3 CITY OF PEARLAND FIELD SURVEYING 1.07 SURVEY REFERENCE POINTS 1 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. E Report promptly to Engineer the loss or destruction of'any reference point. F Any re-staking of control points lost,disturbed,or damaged by Contractor's operations will be provided 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 control points. Record locations, with horizontal and vertical data, on Project Record Documents. 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 Grid or axis for structures. 3 Mounumented Baseline. D Verify periodically layouts by same means. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION j t 07/2006 01720-2 of 2 CITY OFPEARLAND 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 Workperformedunder 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 S ection013 50 —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 of2 CITY OFPEARLAND PROJECT RECORD DOCUMENTS 2. Elevations of underground utilities referenced to bench marks utilized for the Work. 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. 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 30 EXECUTION A Deliver Record Documents and Samples to Owner in accordance with Section 01.770— Contract Closeout. END OF SECTION 07/2006 01760-2 of 2 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 Workperformedunder 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 period. 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 prior to Final Acceptance. 1.05 FINAL CLEANING A Execute final cleaning prior to final inspection. B Clean debris from drainage systems C Clean Project Site;sweep paved areas,rake clean landscaped surfaces. 09/2009 01770-1 of 2 CITY OF PEARLAND 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 — Submittals. 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-ring/D binder with durable plastic cover C Submit warranties prior to Final Application for Payment. 1 Warranties shall commence in accordance with the requirements of Section 00700—General Conditions of Agreement, 1 09"Substantially Completed" 2.0 PRODUCTS - NotUsed 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. END OF SECTION 09/2009 01770-2 of 2 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 stockpiling,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 I 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 I ! A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit embankment material sources and product quality information in accordance this Section. 1/2018 02200-1 of 4 • i CITY OFPEARLAND SITE PREPARATION 104 TESTING A Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the provisions of 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 andControls. 2.0 PRODUCTS 2.01 MATERIALS 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. 30 EXECUTION 3 01 CLEARING AND GRUBBING A Clear Project Site of trees,shrubs,and other vegetation,except for those designated by Owner to be left standing. B Use only hand methods for grubbing inside drip line of trees designated to remain. 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 elevation of excavation. 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 inches 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 elevations 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 drain 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 4 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 causeno 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 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 SITE DEMOLITION 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 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 a square yard basis. 7 Measurement for removing and disposing of miscellaneous concrete and masonry removal is on a cubic yard basis of the structure in place. 8 Measurement 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. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit proposed methods, equipment, materials and sequence of operations for demolition. Describe coordination for shutting off,capping,and removing temporary utilities. Plan operations to minimize temporary disruption of utilities to existing facilities or adjacent property C Submit proposed demolition and removal schedule for approval.Notify Engineer in writing at least 48 hours before starting demolition. 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. 1.04 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. B The Contractor shall be responsible for safety and integrity of adjacent structures and shall be liable for any damage due to movement or settlement. Provide proper framing and shoring necessary for support. Cease operations if an adjacent structure appears to be endangered. Resume demolition only after proper protective measures have been taken. 07/2006 02220-2 of 5 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. I 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 removing existing piping, pumps, motors,water tanks,equipment and other appurtenances. It includes cutting,capping, and plugging required to restore use of existing utilities. 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 to 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 piping maybe left in place unless it interferes with new work or is shown or specified to be removed. Piping less than 15 inches in diameter may be plugged and abandoned in place. For piping 15 inches in diameter and greater to be abandoned,fill with sand,pressure grout or other approved method and plug with concrete or brick 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 patch the hole 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 CEMENT STABILIZED SAND Section 02252 CEMENT STABILIZED SAND 1.0 GENERAL 1.01 SECTION INCLUDES A Cement stabilized sand for backfill and bedding. B References to Technical Specifications 1 Section 01350—Submittals 2. Section 02255—Bedding,Backfill, and Embankment Materials 3 Section 01450—Testing Laboratory Services C Referenced Standards. 1 American Society for Testing and Materials(ASTM) a. ASTM D 558, "Standard Test Methods for Moisture-Density (Unit Weight)Relations of Soil-Cement Mixtures" b. ASTM D 1632, "Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory" c. ASTM D 1633, "Standard Test Method for Compressive Strength of Molded Soil-Cement Cylinders" d. ASTM C 150,"Standard Specification for Portland Cement" e, ASTM C 33,"Standard Specification for Concrete Aggregates" f. ASTM D 2487, "Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)" g ASTM C 142, "Standard Test Method for Clay Lumps and Friable Particles in Aggregates" h. ASTM C 123, "Standard Test Method for Lightweight Particles in Aggregate" i. ASTM C 40, "Standard Test Method for Organic Impurities in Fine Aggregates for Concrete" j ASTM C 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" k. ASTM C 94,"Standard Specification for Ready-Mixed Concrete" 1. ASTM C 31,"Standard Practice for Making and Curing Concrete Test Specimens in the Field" 1.02 MEASUREMENT AND PAYMENT A Unless indicated as an Extra Item, no separate payment will be made for cement stabilized sand under this Section.Include cost in Bid Items for applicable utility or structure installation. B If use of cement stabilized sand is allowed, based on the Engineer's direction, and indicated in Section 00300—Bid Proposal as an Extra Item,measurement will be on a per ton basis.A conversion between volumes calculated based on theoretical limits and total weight will be made based on a ratio of 1 64 tons per cubic yard. 02/2009 02252-1 of 5 CITY OFPEARLAND CEMENT STABILIZED SAND 103 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350— Submittals B Submit material qualification and design mix tests to include 1 Three series of tests of sand or fine aggregate material from the proposed source. Tests shall include procedures defined in this Section, 2.01 "Materials" 2. Three moisture-density relationship tests prepared using the material qualified by the tests in this Section, 1 03B 1 Blends of fine aggregate from crushed concrete and bank run sand shall be tested at the ratio to be used for the design mix testing. 3 Design mix report to meet the specifications of this Section, 1 04 "Design Requirements" The design mix shall include compressive strength tests after 48-hours and 7 days curing. 1.04 DESIGN REQUIREMENTS A Design sand-cement mixture to produce a minimum unconfined compressive strengthof 100 pounds per square inch in 48 hours when compacted to a minimum 95 percentin accordance with ASTM D 558 and when cured in accordance with ASTM D 1632,and tested in accordance with ASTMD 1633 Mix shall contain a minimum of 1-1/2sacks of cement per cubic yard. Compact mix with a moisture content on the dry sideof optimum. 2.0 PRODUCTS 2.01 MATERIALS A Cement shall be Type 1 Portland cement conforming to ASTM C 150 B Sand shall be clean, durable, and meet grading requirements for fine aggregates of ASTM C 33 and the following requirements 1 Classified as SW, SP or SM by the United Soil Classification System of ASTMD 2487 2. Deleterious material content: a. Clay lumps shall comprise less than 0.5 percent by ASTM C 142. b Lightweight pieces shall comprise less than 5 0 percent by ASTM C 123 c. Organic impurities shall produce color no darker than the standard color by ASTM C 40 ASTM. 3 Plasticity index of 4 or less when tested in accordance with ASTM D 4318 C Fine aggregate,manufactured from crushed concrete meeting the quality requirements for crushed rock material in Section 02255 - Bedding, Backfill, and Embanlcment Materials, may be used as a complete or partial substitute for Bank Sand. The blending ratio of fine aggregate from crushed concrete and Bank Sand shall be defined in the mix design report. 02/2009 02252-2 of 5 CITY OF PEARLAND CEMENT STABILIZED SAND D Water shall be potable,free of oils,acids,alkalies,organic matter,or other deleterious substances,meeting requirements of ASTM C 94 2.02 MIXING MATERIALS A Thoroughly mix sand, cement and water in proportions of the mix design using a pugmill-type mixer The plant shall be equipped with automatic weight controls to ensure correct mix proportions B Stamp batch ticket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. 3.0 EXECUTION 3.01 PLACEMENT AND COMPACTION A Place sand-cement mixture in 8-inch-thick loose lifts and compact to a minimum of 95 percent of ASTM D 558, unless otherwise specified on Plans. The moisture content during compaction shall be on the dry side of optimum but sufficient for hydration. Perform and complete compaction of sand-cement mixture within 4 hours after addition of water to mix at the plant. B Do not place or compact sand-cement mixture in standing or free water 3.02 FIELD QUALITY CONTROL A Testing will be performed under provisions of Section 01450 - Testing Laboratory Services B Mixing plant inspections will be performed periodically Material samples will be obtained and tested in accordance with this Section, 2.01 "Materials", if there is evidence of change in material characteristic. C One sample of cement stabilized sand shall be obtained for each 150 tons of material placed per day with no less than one sample per day of production.Random samples of delivered cement stabilized sand shall be taken in the field at point of delivery in accordance with ASTM 3665 Obtain three individual samples of approximately 12 to 15 lb each from the first,middle,and last third of the truck and composite them into one sample for test purpose. D Prepare and mold four specimens (for each sample obtained) in accordance with ASTM D558,Method A,without adjusting moisture content.Samples will be molded at approximately same time material is being used,but no later than 4 hours after water is added to mix. E After molding,specimens will be removed from molds and cured in accordance with ASTM D 1632. 02/2009 02252-3 of 5 CITY OFPEARLAND CEMENT STABILIZED SAND r Specimens will be tested for compressive strength in accordance with ASTM D 1633, Method A.Two specimens will be tested at 48 hours plus or minus 2 hours and two specimens will be tested at 7 days plus or minus 4 hours. G A strength test will be average of strengths of two specimens molded from same sample of material and tested at same age.Average daily strength will be average of strengths of all specimens molded during one day's production and tested at same age. H Precision and Bias Test results shall meet recommended guideline for precision in ASTM D 1633 Section 9 I Reporting:Test reports shall contain,as a minimum,the following information. 1 Supplier and plant number 2. Time material was batched 3 Time material was sampled 4 Test age(exact hours) 5 Average 48-hour strength 6. Average 7-day strength 7 Specification section number 8 Indication of compliance/non-compliance 9 Mixture identification 10 Truck and ticket numbers 11 The time of molding 12. Moisture content at time of molding 13 Required strength 14 Test method designations 15 Compressive strength data as required by ASTM D 1633 16 Supplier mixture identification 17 Specimen diameter and height, in. 18 Specimen cross-sectional area,sq in. J The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. 3.03 ACCEPTANCE A Strength level of material will be considered satisfactory if: 1 The average 48-hour strength is greater than 100 psi with no individual strength test below 70 psi. 2 All 7-day individual strength tests(average of two specimens)are greater than or equal to100 psi. j B Material will be considered deficient when 7-day individual strength test(average of two specimens) is less than 100 psi but greater than 70 psi. See Paragraph 3 04 Adjustment for Deficient Strength. C The material will be considered unacceptable and subject to removal and replacement at Contractors expense when individual strength test(average of two specimens)has 7-day strength less than 70 psi 02/2009 02252-4 of 5 CITY OF PEARLAND CEMENT STABILIZED SAND D When moving average of three daily 48-hour averages falls below 100 psi,discontinue shipment to project until plant is capable of producing material,which exceeds 100 psi at 48 hours.Five 48-hour strength tests shall be made in this determination with no individual strength tests less than 100 psi. E Testing laboratory shall notify Contractor,Project Manager,and material supplier by facsimile of tests indicating results falling below specified strength requirements within 24 hours. F If any strength test of laboratory cured specimens falls below the specified strength, Contractor may, at his own expense, request test of cores drilled from the area in question in accordance with ASTM C42.In such cases,three(3)cores shall be taken for each strength test that falls below the values given in 3 03.A. G Cement stabilized sand in an area represented by core tests shall be considered satisfactory if the average of three(3)cores is equal to at least 100 psi and if no single core is less that 70 psi.Additional testing of cores extracted from locations represented by erratic core strength results will be permitted. 3.04 ADJUSTMENT FOR DEFICIENT STRENGTH A When mixture produces 7-day compressive strength greater than or equal to 100 psi, then material will be considered satisfactory and bid price will be paid in full. B When mixture produces 7-day compressive strength less than 100 psi and greater than or equal to 70 psi,material shall be accepted contingent on credit in payment Compute credit by the following formula. Credit per Cubic Yard=$30.00 x 2(100 psi-Actual psi) 100 C When mixture produces 7-day compressive strength less than 70 pounds per square inch, then remove and replace cement-sand mixture and paving and other necessarywork at no cost to City END OF SECTION 02/2009 02252-5 of 5 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS Section 02255 BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 10 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-PIace 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,gravel-sand mixtures,crushed well- graded rock, little or no fines (GW, SW) a. Plasticity index: non plastic b Gradation.D6o/Dio-greater than 4 percent; amount passing No 200 sieve-less than or equal to 5 percent. 2. Class H. Poorly graded gravels and sands, silty gravels and sands, little to moderate fines a. 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 passing No 200 sieve-between 5 percent and 12 percent. 3 Class III. Clayey gravels and sands,poorly graded mixtures of gravel,sand, silt, and 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. Plasticity Indexes Plasticity index: greater than 7,and above A line. Borderline plasticity with dual classifications (CL-ML) PI between 4 and 7 b. Liquid limit: less than 50 c. Gradation. amount passing No 200 sieve-greater than 50 percent. d. Inorganic. 5 Class IVB Fat clays(CH) a. Plasticity index: above A line. b. Liquid limit: 50 or greater c. 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 above, according to the more restrictive class. 2.02 PRODUCT DESCRIPTIONS A Unsuitable Material. Unsuitable soil materials 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, Iime 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. i 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 E I 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. j 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 I, I CITY OF PEARLAND 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 stones greater than 2-inch dimension. G Concrete Fill. Conform to requirements for Class B concrete as specified in Section 03300- Cast-in-Place Concrete. 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. Material 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 SIEVE PERCENT PASSING 3/8" 100 No 4 95 to 100 No 8 80 to 100 No. 16 50 to 85 No 30 25 to 60 No 50 10 to 30 No 100 2 to 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 No 4 60 to 80 No 8 15 to 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 thetfollowing 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 O 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 No.4 0 - 5 0—10 0 - 15 No. 8 - 0- 5 0 - 5 07/2007 02255-5 of 7 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 30 EXECUTION 3.01 SOURCE QUALIFICATIONS FOR BORROW MATERIAL A Use of material encountered in excavations is acceptable, provided applicable requirements are satisfied. If excavation material is not acceptable,provide from other approved source. B Identify off-site sources for materials at least 14 days ahead of intended use so that the Engineer may obtain samples for verification testing. C Obtain approval for each material source by the Engineer before delivery is started. If sources previously approved do not produce uniform and satisfactory products,furnish materials from other approved sources. Materials may be subjected to inspection or additional verification testing after delivery Materials which do not meet the requirements will be rejected. Do not use material which,after approval,has become unsuitable for use due to segregation, mixing with other materials, or by contamination. 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 materials and other materials required to complete the Work from off-site sources. E The Owner does not represent or guarantee that any soil found in the excavation work will be suitable and acceptable as backfill material. 3 02 MATERIAL HANDLING 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 of approved material to be used. Excavate the selected material by vertical cuts extending through the exposed strata to achieve unifoiiuity in the product. B Establish temporary stockpile locations for practical material handling and control,and verification testing by the Engineer in advance of final placement. Obtain approval from landowner for storage of backfill material on adjacent private property C When stockpiling material near the Project Site,use appropriate methods to eliminate blowing of materials into adjacent areas and prevent runoff containing sediments from entering the drainage system. D Place material suitable for backfilling in stockpiles at a distance from the trench to prevent slides or cave-ins. Do not place stockpiles of excavated materials on public streets. 07/2007 02255-6 of 7 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 i CITY OFPEARLAND EXCAVATION AND BACKFILL FOR ROADWAYS Section 02316 EXCAVATION AND BACKFILL FORROADWAYS 1.1 GENERAL 1.2 SECTION INCLUDES A. Excavation of materials for roadways. B Excavation of materials for roadside ditches C. References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 01760—Project Record Documents 4 Section 01450—Testing Laboratory Services 5 Section 01500—Temporary Facilities and Controls 6. Section 02255—Bedding,Backfill and Embankment Material 7 Section 01570—Trench Safety Systems 8. Section 01564—Control of Ground Water and Surface Water 9 Section 01720—Field Surveying 10. Section 02220—Site Demolition 11 Section 02200—Site Preparation 12. Section 02330—Embankment 13 Section 01140—Contractor's Use of Premises D Referenced Standards 1 American Society for Testing and Materials(ASTM) a. ASTM D 698,"Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort" b. ASTM D 1556,"Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method" c. ASTM D 2922, "Standard Test Method for Density of Soil and Soil- Aggregate in Place by Nuclear Methods(ShallowDepth)" d. ASTM D 3017,"Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods(Shallow Depth)" 1.3 MEASUREMENT AND PAYMENT A. Measurement shall be by the cubic yard measured in place,including labor,equipment, tools and incidentals necessary to complete the work. 1/2018 02316-1 of 5 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR ROADWAYS B Payment includes control of ground water and surface water,trench safety systems, removal of existing pavements and structures,repair and maintenance of excavated or backfilled areas, and other measures specified in this Section and not included in payment elsewhere. C. Refer to Section 01200—Measurement and Payment Procedures. D No payment will be made for material excavated under the following conditions 1 More than 2 feet outside of vertical planes behind back of curbs. 2. For portion within limits of trench for utilities constructed by open-cut methods 3 As indicated otherwise on Drawings. E. 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. F Excavation and Backfill quantities that exceed the construction plans shall be substantiated with topographic survey of finished grade by survey (RPLS) and verified by the Engineer at contractor's expense. 1.4 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit product quality,material sources,and field quality information in accordance with this Section. C. Submit field red lines documenting location of roadway excavation as installed, referenced to survey Control Points,under the provisions of Section 01760—Project Record Documents, 1 04C. Include location of utilities and structures encountered or rerouted. Give horizontal dimensions,elevations,inverts and gradients. 1.5 TESTING A. Testing,and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the provisions of Section 01450—Testing Laboratory Services and as specified in this Section. { i 1/2018 02316-2 of 5 CITY OFPEARLAND EXCAVATION AND BACKFILL FOR ROADWAYS 1.6 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. 2.1 PRODUCTS 2.2 MATERIALS 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, 3.1 EXECUTION 3.2 PREPARATION A. Employ a Trench Safety Plan as specified in Section 01570—Trench Safety Systems. B Install and operate necessary dewatering and surface water control measures in accordance with requirements of Section 01564 — Control of Ground Water and Surface Water C. Identify required lines, levels, and datum. Coordinate with Section 01720 —Field Surveying. D Identify existing structures and utilities above and below grade. Stake and flag their location. E. Remove existing pavements and structures, including sidewalks and driveways, in conformance with requirements of Section 02220—Site Demolition,as applicable. F Area shall be cleared and grubbed under the provisions of Section 02200 — Site Preparation prior to excavation. G Strip and stockpile topsoil under the provisions of Section 02200—SitePreparation. H. Upon discovery of unknown or badly deteriorated utilities, or concealed conditions, discontinue work. Notify Engineer and obtain instructions before proceeding in such areas. 3.3 EXCAVATION A. Excavate to lines and grades shown onPlans. 1/2018 02316-3 of 5 CITY OF PEARLAND EMBANKMENT C If tests indicate work does not meet specified compaction requirements,recondition, re-compact, and retest at Contractor's expense. 3.07 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 In unpaved areas, grade surface as a uniform slope from installed appurtenances to natural grade and stabilize as indicated on Plans. 3.08 PROTECTION OF THE WORK A Maintain all embankment areas in good condition until completion of Work. B Repair and re-compact slides, washouts, settlements, areas with loss of density, or excavation damaged by Contractor's operations at no additional cost to Owner C Distribute construction traffic evenly over compacted areas,where practical,to aid in obtaining uniform compaction. Protect exposed areas having high moisture content from wheel loads that cause rutting. END OF SECTION 5/2013 02330-S of 5 CITY OF PEARLAND BASE COURSE FOR PAVEMENT f. Tex-126-E,"Molding,Testing,and Evaluating Bituminous Black Base Material" g. Tex-204-F,"Design of Bituminous Mixtures" h. Tex-208-F,"Test for Stabilometer Value of Bituminous Material" i. Tex-227-F, "Theoretical Maximum Specific Gravity of Bituminous Mixtures" j Standard Specifications for Construction and Maintenance of Highways,Streets and Bridges,2004 Adoption 1) Item 340,"Dense-Graded Hot-Mix Asphalt(Method)" 1.02 MEASUREMENT AND PAYMENT A. Measurement for base course is on a square yard basis. Separate measurement will be made for each different required thickness of base course. B When required by Section 01100—Summary of Work,unit price adjustments shall be made for insufficient in-place depth determined by cores as follows 1 Adjusted unit price shall be reduced by a ratio of average thickness determined by cores to thickness bid upon,times unit price bid. 2 Adjustment shall apply to lower limit of 90 percent of unit price bid. 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 crushed stone,gravel,crushed concrete and soil binder for testing. C. Submit weight tickets,certified by supplier,with each bulk delivery of cement to work site D Submit manufacturer's description and characteristics for pug mill and associated equipment,spreading machine, and compaction equipment for approval. E. Submit manufacturing description and characteristics of spreading and finishing machine for approval. 1.04 TESTING A. Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the 5/2013 02710-2 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT provisions of Section 01450—Testing Laboratory Services and as specified in this Section. 1.05 DELIVERY,STORAGE,AND HANDLING A. Stockpiles shall be made up of layers of processed aggregate materials. Load material by making successive vertical cuts through entire depth of stockpile. Comply with applicable requirements of Section 01600 — Material and Equipment and Section 02255—Bedding,Backfill, and Embankment Material. 2.0 PRODUCTS 2.01 CRUSHED STONE FLEXIBLE BASE COURSE A. Crushed Stone. Material retained on the No 40 Sieve meeting the following requirements 1 Durable particles of crusher-run broken limestone,sandstone,gravel or granite obtained from an approved source. 2 Los Angeles abrasion test percent of wear not to exceed 40 when tested in accordance with ASTM C 131 B Soil Binder Material passing the No 40 Sieve meeting the following requirements when tested in accordance with ASTM D 4318 1 Maximum Liquid Limit: 40 2. Maximum Plasticity Index: 12. 3 Maximum Lineal Shrinkage.7(when calculated from volumetric shrinkage at liquid limit) { C. Mixed Materials shall meet the following requirements 1 Minimum compressive strength of 35 psi at 0 psi lateral pressure and 175 psi at 15 psi lateral pressure using triaxial testing procedures 2. Grading in accordance with Tex-101-E and Tex-110-E within the following limits SIEVE PERCENT RETAINED 13/4-inch 0 to 10 No 4 45 to 75 No 40 60 to 85 5/2013 02710-3 of 12 CITY OFPEARLAND BASE COURSE FOR PAVEMENT 2.02 CEMENT STABILIZED BASE COURSE A. Cement: ASTM C 150 Type I,bulk or sacked. B. Water Clean, clear, and free from oil,acids,alkali,or vegetable matter C. Crushed Stone: material retained on the No 40 Sieve meeting the following requirements 1 Durable particles of crusher-run broken limestone obtained from an approved source 2. Los Angeles abrasion test percent of wear not to exceed 40 when tested in accordance with ASTM C 131 D Gravel Durable particles of bank-run gravel or processed material. E. Soil Binder. Material passing the No 40 Sieve meeting the following requirements when tested in accordance with ASTM D 4318 1 Maximum Liquid limit: 35 2. Maximum Plasticity index. 10 F Mixed aggregate and soil binder shall meet the following requirements 1 Grading in accordance with Tex-101-E and Tex-110-E within the following limits PERCENT RETAINED SIEVE CRUSHED PROCESSED GRAVEL BANKRUN STONE GR.1 GR.2 GRAVEL 1 3/4-inch 0 to 10 0 to 5 - 0 to 5 '/2-inch - - 0 - No 4 45 to 75 30 to 75 15 to 35 30 to 75 No 40 55 to 80 60 to 85 55 to 85 65 to 85 2. Obtain prior permission from Engineer for use of additives to meet above requirements G Cut back asphalt: MC30 conforming to requirements of Section 02742—Prime Coat. H. Emulsified petroleum resin. EPR-1 Prime conforming to requirements of Section 02742—Prime Coat. 5/2013 02710-4 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT I. Design mix for minimum average compressive strength of 200 psi at 48 hours using Tex-120-E unconfined compressive strength testing procedures. Provide minimum cement content of 1-1/2 sacks,weighing 94 pounds each,per ton of mix. J Increase cement content if average compressive strength of tests on field samples fall below 200 psi. Refer to Part 3 concerning field samples and tests. K. Mix in stationary pug mill equipped with feeding and metering devices which shall add specified quantities of base material, cement, and water into mixer Dry mix base material and cement sufficiently to prevent cement balls from forming when water is added. L. Resulting mixture shall be homogeneous and uniform in appearance. 2.03 CEMENT-STABILIZED RECYCLED CRUSH I D CONCRETE BASE (RCCB) COURSE A. System Description.Provide RCCB with following performance: 1 Minimum 5 percent cement. 2. Minimum Compressive Strength. 650 psi at 7 days following TxDOT Tex- 120-E. 3 Prepare concrete product in an on-or off site pug mill,or in an on-or off-site portable concrete mixer B Preliminary Design. Prepare preliminary mix for 4 cement ratios; 5, 6, 7 and 8 percent. 1 Designate source of concrete for crushing. 2. Results of compression tests will be used by Engineer to select the final mix design. C. Cement:ASTM C 150 Type I,II or III,bulk or sacked. D Water.Potable. E. Aggregate Recycled Crushed Concrete. Material retained on the No 40 Sieve, and durable coarse particles of crusher-run reclaimed cured Portland cement concrete, obtained from an approved source. Organic material is prohibited. F Soil Binder (classified below) Meeting the following requirements when tested following TxDOT Tex-106-E. 1 Maximum Liquid Limit: 35 2. Maximum Plasticity Index. 10 5/2013 02710-5 of 12 CITY OFPEARLAND BASE COURSE FOR PAVEMENT G Mixed Aggregate and Soil Binder. Grading following Tex-101-E and Tex-110-E within the following limits SIEVE PERCENT RETAINED 1 %-inch 0 to 10 No 4 45 to 75 No 40 55 to 80, classified as"Soil Binder" 1 Obtain prior permission from Engineer for use of additives to meet above requirements H. Asphaltic Seal Cure 1 Use following as Contractor's option to curing by sprinkling,at no additional cost or time. 2. Cut-back asphalt: MC30 following Section 02742—Prime Coat. 3 Emulsified petroleum resin EPR-1 Prime following Section 02742—Prime Coat. Material Mix and Mixing Equipment 1 Design mix for minimum compressive strength of 650 psi at 7 days following Tex-120-E unconfined compressive strength. 2. Cement Ratio If compressive strength of field samples of installed products fails to meet strength requirements above, increase cement content in one percent increments up to a maximum of 8 percent. 3 Mix according to the requirement s of this Section, 2.03A, with metering devices adding specified quantities of crushed concrete,cement,and water into mixer Dry mix crushed concrete and cement to prevent cement balls from forming when water is added. Produce homogeneous and uniformly mixed product. 2.04 HOT MIX ASPHALT BASE COURSE(BLACK BASE) A. Coarse Aggregate: Gravel or crushed stone,or combination thereof that is retained on No 10 sieve, uniform in quality throughout and free from dirt, organic, or other injurious matter occurring either free or as coating on aggregate. Aggregate shall conform to ASTM C 33 except for gradation. Furnish rock or gravel with Los Angeles abrasion loss not to exceed 40 percent by weight when tested in accordance with ASTM C 131 5/2013 02710-6 of 12 1 CITY OFPEARLAND BASE COURSE FOR PAVEMENT B Fine Aggregate. Sand or stone screenings, or combination thereof, passing No 10 sieve. Aggregate shall conform to ASTM C 33 except for gradation. Use sand composed of sound,durable stone particles free from loams or other injurious foreign matter Furnish screenings of same or similar material as specified for coarse aggregate. Plasticity index of that part of fine aggregate passing No 40 sieve shall be not more than 6 when tested by Tex-106-E. Sand equivalent shall have a minimum value of 45 when tested by Tex-203-F C. Composite Aggregate: Conform to the grading limits of TxDOT Item 340 for the paving type indicated on the Plans. D Asphaltic Material Moisture-free homogeneous material which will not foam when heated to 347°F,meeting the following requirements VISCOSITY GRADE TEST AC-10 AC-20 min. max. min. max. Viscosity, 140°F stokes 1000 ±200 2000 ±400 Viscosity,275°F stokes 1.9 - 2.5 Penetration,77°F, 100 g, 5 sec. 85 - 55 Flash Point, C.E.C.,F 450 - 450 - Solubility in trichloroethylene,percent 99 0 - 99 0 Tests on residues from thin film oven tests Viscosity, 140°F stokes - 3000 - 6000 Ductility,77°F,5 ems per min.,ems 70 - 50 Spot tests Negative for all 1 Material shall not be cracked. 2. Engineer will designate grade of asphalt to use after design tests have been made Use only one grade of asphalt after grade is determined by test design for project. E. Mixing Plant: Weight-batching or drum mix plant with capacity for producing continuously mixtures meeting specifications. Plant shall have satisfactory conveyors, power units,aggregate handling equipment,hot aggregate screens and bins,and dust collectors. Provide equipment to supply materials adequately in accordance with rated capacity of plant and produce finished material within specified tolerances. Following equipment is essential. 1 Cold aggregate bins and proportioning device 2. Dryer 3 Screens 5/2013 02710-7 of 12 CITY OFPEARLAND BASE COURSE FOR PAVEMENT 4 Aggregate weight box and batching scales 5 Mixer 6 Asphalt storage and heating devices 7 Asphalt measuring devices 8 Truck scales F Bins, Separate aggregate into minimum of four bins to produce consistently uniform grading and asphalt content in completed mix. G Mix. Employ and pay certified testing laboratory to prepare design mixes. Test in accordance with Tex-126-E,Tex-204-F,Tex-208-F, and Tex-227-F H. Density and Stability Requirements PERCENT DENSITY PERCENT HVEEM STABILITY PERCENT MIN MAX OPTIMUM NOT LESS THAN 95 99 97 35 I. Proportions for Asphaltic Material As specified in TxDOT Item 340 for the mix type shown on the Plans. 3.0 EXECUTION 3.01 EXAMINATION A. Verify compacted subgrade is ready to support imposed loads. B. Verify lines and grades are correct, 3.02 PLACEMENT A. Do not mix and place cement stabilized base when temperature is below 40°F and falling. Base may be placed when temperature taken in shade and away from artificial heat is above 35°F and rising. B Place material on prepared subgrade in uniform layers to produce thickness indicated on Plans. Depth of layers shall not exceed 8 inches Do not dump material in piles or windrows C. Spread with approved spreading machine. Conduct spreading so as to eliminate planes of weakness or pockets of non-uniformly graded material resulting from hauling and dumping operations. 5/2013 02710-8of12 CITY OFPEARLAND BASE COURSE FOR PAVEMENT D Provide construction joints between new material and stabilized base that has been in place 4 hours or longer Joints shall be approximately vertical. Form joint with a temporary header or make vertical cut of previous base immediately before placing subsequent base. E. Use only one longitudinal joint at center line under main lanes and shoulder Do not use longitudinal joints under frontage roads and ramps. F Place base so that projecting reinforcing steel from curbs remain at approximate center of base. Secure a firm bond between reinforcement and base. G Do not place asphaltic base when air temperature is below 50 F and falling. Base may be placed when air temperature taken in shade and away from artificial heat is above 40 F and rising. H. Haul prepared and heated asphaltic concrete mixture to project in tight vehicles previously cleaned of foreign material. Mixture shall be at temperature between 250° F and 325°F when laid. I. Spread material into place with approved mechanical spreading and finishing machine of screening or tamping type. Use track-mounted finish machine to place base course directly on earth subgrade. J Place base courses 4 inches or greater in thickness in two or more layers,each having compacted thickness of not greater than 4 inches. Spread all lifts Attain smooth course of uniform density to section, line and grades as indicated on Plans. K. Place courses as nearly continuously as possible. Pass roller over unprotected ends of freshly laid mixture only when mixture has become cooled. When work is resumed, cut back laid material to produce slightly beveled edge for full thickness of course. Remove old material which has been cut away and lay new mix against fresh cut. L. When new asphalt/concrete is laid against existing asphalt,existing asphalt/concrete shall be saw cut full depth to provide straight smooth joint. M. In restricted areas where use of paver is impractical, spread and finish asphalt by mechanical compactor Use wood or steel forms,rigidly supported to assure correct grade and cross section. Carefully place materials to avoid segregation of mix. Do not broadcast material. Remove any lumps that do not break down readily Place asphalt courses in same sequence as if placed by machine. 3.03 COMPACTION A. Start compaction as soon as possible but not more than 60 minutes from start of moist mixing. Compact loose mixture with approved tamping rollers until entire depth is uniformly compacted. Do not allow stabilized base to mix with underlying material. I ' 5/2013 02710-9of12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT B Correct irregularities or weak spots immediately by replacing material and recompacting. C. Apply water to maintain moisture between optimum and 3 percent above optimum moisture as determined by ASTM D 1557 Mix in with a spiked tooth harrow or equal. Reshape surface and lightly scarify to loosen imprints made by equipment. D Remove and reconstruct sections where average moisture content exceeds ranges specified at time of final compaction. E. Finish by blading surface to final grade after compacting final course. Seal with approved pneumatic tired rollers which are sufficiently light to prevent surface hair line cracking. Rework and recompact at areas where hair line cracking develops. F Compact to minimum density of 95 percent of modified Proctor density at a moisture content of treated material between optimum and 3 percent above optimum as determined by ASTM D 1557,unless otherwise indicated on the Plans. G Maintain surface to required lines and grades throughout operation. 3.04 CURING A. Moist cure for minimum of 7 days before adding pavement courses. Restrict traffic on base to local property access. Keep subgrade surface damp by sprinkling. B If indicated on Plans,cover base surface with a curing membrane as soon as finishing operation is complete. Apply with approved self-propelled pressure distributer at following rates, or as indicated on Plans• 1 MC30 0 1 gallon per square yard. 2. EPR-1 Prime 0 15 gallon per square yard. C. Do not use cutback asphalt during the period of April 16 to September 15 3.05 TOLERANCES A. Completed surface shall be smooth and conform to typical section and established lines and grades B Top surface of base course Plus or minus 1/4 inch in cross section, or in 16 foot length. 5/2013 02710-10of12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT 3 06 FIELD QUALITY CONTROL A. At the direction of the Engineer, a minimum of one core will be taken at random locations per 1,000 linear feet per lane of roadway or 500 square yards of base to determine in place depth. B Contractor may, at his own expense,request additional cores in the vicinity of cores indicating nonconforming in-place depths If the average of the tests falls below the required depth,place and compact additional material at no cost to the Owner C. Compaction Testing will be performed in accordance with ASTM D 1556 or ASTM D 2922 and ASTM D 3017 at a random location near each depth determination core. Rework and recompact areas that do not conform to compaction requirements at no additional cost to the Owner D Fill cores and density test sections with new compacted cement stabilized base. 3.07 NONCONFORMING PAVEMENT A. Recompact pavement sections not meeting specified densities or replace them with new asphaltic concrete material.Replace with new material,sections of base course not meeting surface test requirements or having unacceptable surface texture.Patch asphalt pavement sections in accordance with procedures established by Asphalt Institute. B Remove and replace areas of asphaltic concrete base course found by cores to be deficient in thickness by more than 10 percent at no cost to Owner Use new asphaltic concrete base material of thickness shown on Plans C. Areas of asphaltic concrete base course 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 ti 1 Remove and replace using new asphaltic concrete base material 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. D No adjustments will be made for excess thickness. , 3.08 PROTECTION OF THL WORK A. Maintain stabilized base in good condition until completion of work.Repair defects immediately by replacing base to full depth. 5/2013 02710-11 of 12 CITY OFPEARLAND BASE COURSE FOR PAVEMENT B Protect the asphalt membrane,if used,from being picked up by traffic. The membrane may remain in place when proposed surface courses or other base courses are to be applied. END OF SECTION 5/2013 02710-12 of 12 CITY OFPEARLAND ASPHALTIC CONCRETE PAVEMENT Section 02741 ASPHALTIC CONCRETE PAVEMENT 1.0 GENERAL 1.01 SECTION INCLUDES A. Surface courses of compacted mixture of coarse and fine aggregates and asphaltic material B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350-Submittals 3 Section 01450—Testing Laboratory Services 4 Section 02742—Prime Coat 5 Section 02743—Tack Coat C. Referenced Standards. 1 American Society for Testing and Materials(ASTM) a. ASTM C 33,"Standard Specification for Concrete Aggregates" b. ASTM C 131,"Standard Test Methods for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" 2. Texas Department of Transportation(TxDOT) a. Tex-106-E,"Calculating the Plasticity Index of Soils" b. Tex-203-F,"Sand Equivalent Test" c. Tex-126-E,"Molding,Testing,and Evaluating Bituminous Black B ase Material" d. Tex-204-F,"Design of Bituminous Mixtures" e. Tex-208-F,"Test for Stabilometer Value of Bituminous Material" f. Tex-207-F, "Determining Density of Compacted Bituminous Mixtures" g. Tex-227-F, "Theoretical Maximum Specific Gravity of Bituminous Mixtures" h. Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges,2004 Adoption 1) Item 340,"Dense-Graded Hot-Mix Asphalt(Method)" 5/2013 02741 -1 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT 1.02 MEASUREMENT AND PAYMENT A. Measurement for asphaltic concrete pavement is on square yard basis. Separate measurement will be made for each different required thickness of pavement. B Payment for asphaltic concrete pavement includes all labor and materials required to complete placement as indicated on Plans. C. Refer to Section 01200—Measurement and Payment Procedures D Refer to this Section,3 07"Noncomforming Pavement"for unit price adjustments for deficient thickness. 103 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals B. Submit certificates that asphaltic materials and aggregates meet requirements of this Section. C. Submit proposed design mix and test data for each type and strength of surface course in Work. D Submit manufacturer's description and characteristics of mixing plant for approval. E. Submit manufacturer's description and characteristics of spreading and finishing machine for approval. 1.04 TESTING A. Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the provisions of Section 01450—Testing Laboratory Services and as specified in this Section. 2.0 PRODUCTS 2.01 MATERIALS A. Coarse Aggregate.Crushed stone or gravel or combination thereof,that is retained on No 10 sieve, uniform in quality throughout and free from dirt, organic or other injurious matter occurring either free or as coating on aggregate. Aggregate shall conform to ASTM C 33 except for gradation. Furnish rock or gravel with Los Angeles 5/2013 02741 -2 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT abrasion loss not to exceed 40 percent by weight when tested in accordance with ASTM C 131 B Fine Aggregate Sand or stone screenings or combination of both passing No 10 sieve. Aggregate shall conform to ASTM C 33 except for gradation. Use sand composed of sound,durable stone particles free from loans or other injurious foreign matter Furnish screenings of same or similar material as specified for coarse aggregate. Plasticity index of that part of fine aggregate passing No 40 sieve shall be not more than 6 when tested by Tex-106-E. Sand equivalent shall have a minimum value of 45 when tested by Tex-203-F C. Composite Aggregate. Conform to the grading limits of TxDOT Item 340 for the paving type indicated on the Plans. D Asphaltic Material Moisture-free homogeneous material which will not foam when heated to 347°F,meeting following requirements VISCOSITY GRADE AC-10 AC-20 TEST MIN MAX. MIN MAX. Viscosity, 140°stokes 1000 ±200 2000 ±400 Viscosity,275°stokes 1.9 - 2.5 - Penetration,77°, 100 g, 5 sec. 85 - 55 - Flash Point,C.O C,F 450 - 450 - i Solubility in trichloroethylene,percent 99 0 - 99 0 - G Tests on residues from thin film oven tests Viscosity, 140°stokes - 3000 - 6000 Ductility,77°,5 ems per min., ems 70 - 50 - Spot tests Negative for all grades 1 Material shall not be cracked. 2. The Engineer will designate grade of asphalt to use after design tests have been made. Use only one grade of asphalt after grade is determined by test design for project. 2.02 EQUIPMENT A. Mixing Plant: Weight-batching or drum mix plant with capacity for producing continuously mixtures meeting specifications. Plant shall have satisfactory conveyors, power units,aggregate handling equipment,hot aggregate screens and bins, and dust 5/2013 02741 -3 of 7 CITY OFPEARLAND ASPHALTIC CONCRETE PAVEMENT collectors. Provide equipment to supply materials adequately in accordance with rated capacity of plant and produce finished material within specified tolerances. Following equipment is essential 1 Cold aggregate bins and proportioning device. 2. Dryer 3 Screens. 4 Aggregate weight box and hatching scales. 5 Mixer 6 Asphalt storage and heating devices 7 Asphalt measuring devices. 8 Truck scales. B Bins Separate aggregate into minimum of four bins to produce consistently uniform grading and asphalt content in completed mix. 2.03 MIXES A. Employ and pay certified testing laboratory to prepare design mixes. Test in accordance with Tex-126-E or Tex-204-F and Tex-208-F B Density and Stability Requirements. PERCENT DENSITY PERCENT HVEEM STABILITY PERCENT MIN MAX. OPTIMUM NOT LESS THAN 95 99 97 35 C. Proportions for Asphaltic Material.As specified in TxDOT Item 340 for the paving type shown on the Plans. 30 EXECUTION 3 01 EXAMINATION A. Verify compacted base course is ready to support imposed loads B Verify lines and grades are correct. 3.02 PREPARATION A. Prime Coat: If indicated on the Plans,apply a prime coat conforming to requirements of Section 02742—Prime Coat. Do not apply a tack coat until primed base has cured to satisfaction of the Engineer 5/2013 02741-4 of 7 CITY OFPEARLAND ASPHALTIC CONCRETE PAVEMENT B Tack Coat: Conform to requirements of Section 02743 — Tack Coat. Where the mixture will adhere to the surface on which it is to be placed without use of a tack coat,tack coat may be eliminated if approved by the Engineer C. Do not use cutback asphalt during the period of April 16 to September 15 3 03 PLACEMENT A. Do not place asphaltic mixture in rain or when air temperature is below 50°F and falling.Mixture may be placed when air temperature taken in shade and away from artificial heat is above 40 F and rising. B Haul prepared and heated asphaltic concrete mixture to the project in tight vehicles previously cleaned of foreign material. Mixture shall be at temperature between 250° F and 325°F when laid. C. Spread material into place with approved mechanical spreading and finishing machine of screening or tamping type. Use track-mounted finish machine to place base course directly on earth subgrade. D Surface Course Material. Surface course 2 inches or less in thickness may be spread in one lift. Spread all lifts in such manner that,when compacted,finished course will be smooth,of uniform density,and will be to section,line and grade as shown.Coincide construction joints on surface courses with lime lines,or as directed by the Engineer E. Place courses as nearly continuously as possible. Pass roller over unprotected ends of freshly laid mixture only when mixture has cooled. When work is resumed,cut back laid material to produce slightly beveled edge for full thickness of course. Remove old material which has been cut away and lay new mix against fresh cut. F When new asphalt is laid against existing or old asphalt mat, existing or old asphalt shall be saw cut full depth to provide straight smooth joint. G. In restricted areas where use of paver is impractical, spread and finish asphalt by mechanical compactor Use wood or steel forms, rigidly supported to assure correct grade and cross section. Carefully place materials to avoid segregation of mix. Do not broadcast material. Remove any lumps that do not break down readily Place asphalt courses in same sequence as if placed by machine 3.04 COMPACTION A. Begin rolling while pavement is still hot and as soon as it will bear roller without undue displacement or hair cracking. Keep wheels properly moistened with water to prevent adhesion of surface mixture. Do not use excessive water 5/2013 02741-5 of 7 CITY OFPEARLAND ASPHALTIC CONCRETE PAVEMENT B Compress surface thoroughly and uniformly, first with power-driven, 3-wheel, or tandem rollers weighing from 8 to 10 tons. Obtain subsequent compression by starting at side and rolling longitudinally toward center of pavement,overlapping on successive trips by at least one-half width of rear wheels. Make alternate trips slightly different in length. Continue rolling until no further compression can be obtained and all rolling marks are eliminated. Complete all rolling before mixture temperature drops below 175 F C. Use tandem roller for final rolling Double coverage with approved pneumatic roller on asphaltic concrete surface is acceptable after flat wheel and tandem rolling has been completed. D Along walls,curbs,headers and similar structures,and in all locations not accessible to rollers,compact mixture thoroughly with lightly oiled tamps. E. Compact binder course and surface course to density not less than 93 percent of the maximum possible density of voidless mixture composed of same materials in like proportions 3.05 TOLERANCES A. Furnish templates for checking surface in finished sections.Maximum deflection of templates,when supported at center,shall not exceed 1/8 inch. B Completed surface,when tested with 10-foot straightedge laid parallel to center line of pavement,shall show no deviation in excess of 1/8 inch in 10 feet. Correct any surface not meeting this requirement. 3.06 FIELD QUALITY CONTROL A. At the direction of the Engineer, minimum of one core may be taken at random locations per 1,000 feet per lane of roadway or 500 square yards of asphalt concrete pavement to determine in-place depth and density B In-place density will be determined in accordance with Tex-207-F and Tex-227-F from cores or sections of asphaltic base located near each core. Other methods of determining in-place density,which correlate satisfactorily with results obtained from roadway specimens,may be used when approved by the Engineer C. Contractor may,at his own expense,request three additional cores in vicinity of cores indicating nonconforming in-place depths. In-place depth at these locations shall be average depth of four cores. D Fill cores and density test sections with new compacted asphaltic concrete pavement. 5/2013 02741 -6 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT 3 07 NONCONFORMING PAVEMENT A. Recompact pavement sections not meeting specified densities or replace them with new asphaltic concrete material. Replace with new material sections of surface course pavement not meeting surface test requirements or having unacceptable surface texture. Patch asphalt pavement sections in accordance with pro cedures established by Asphalt Institute. B Remove and replace areas of asphaltic concrete pavement found by cores to be deficient in thickness by more than 10 percent at no cost to Owner Use new asphaltic concrete pavement of thickness shown on Plans C. Areas of asphaltic 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 asphaltic 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. D No adjustments will be made for excess thickness. 3.08 PROTECTION OF TH H;WORK A. Do not open pavement to traffic until 12 hours after completion of rolling,or as shown on Plans B Maintain asphaltic concretepavement ingood condition until completion of Work. P P C. Repair defects immediately by replacing asphaltic concrete pavement to full depth at no cost to Owner END OF SECTION 5/2013 02741 -7 of 7 CITY OF PEARLAND PRIME COAT Section 02742 PRIME COAT 1.0 GENERAL 1.01 SECTION INCLUDES A. Prime coat for asphaltic concrete paving B. References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2 Section 01350—Submittals 1.02 MEASUREMENT AND PAYMENT A. Unless indicated as a Bid Item,no separate payment will be made for prime coat under this Section. Include cost in Bid Items for which this Work is a component. B If prime coat 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 product data for proposed prime coat. C. Submit report of recent calibration of distributor 2.0 PRODUCTS 2.01 CUTBACK ASPHALT A. Provide moisture-free homogeneous material which will not foam when heated to 347° F and which meets following requirements 1 Asphalt material for prime coat shall be MC-30 or MC-70 and shall meet following requirements 5/2013 02742-1 of4 CITY OF PEARLAND PRIME COAT TYPE-GRADE MC-30 MC-70 PROPERTIES MIN MAX. MIN MAX. Water,percent -__ 0.2 --- 0.2 Flash Point,T 0 C.,°F 100 --- 100 --- Kinematic Viscosity at 140°F, cst 30 60 70 140 2. Distillate shall be as follows,expressed as percent by volume of total distillate to 680°F MC-30 MC-70 MIN. MAX. MIN. MAX. to 437°F --- 25 --- 20 to 500°F 40 70 20 60 to 600°F 75 93 65 90 Residue from 680°F Distillation, Volume,percent 50 -- 55 --- 3 Tests on Distillation Residue. MC-30 MC-70 MIN MAX. MIN MAX. Penetration at 77°F, 100g,5 sec. 120 250 120 250 Ductility at 77°F, 5 cm/min. cms 100* --- 100* --- Solubility in trichloro ethylene,% 99 - - 99 -- Spot Test All Negative * If penetration of residue is more than 200 and ductility at 77°F is less than 100 cm,material will be acceptable if its ductility at 60°F is more than 100 I ' 5/2013 02742-2 of 4 CITY OF PEARLAND PRIME COAT 2.02 EMULSIFIED PETROLEUM RESIN A. EPR-1 Prime. Slow curing emulsion of petroleum resin and asphalt cement conforming to the following requirements PROPERTIES MIN MAX. Pura!Viscosity at 77°F, sec 14 40 Residue by Evaporation, %by weight 60 - Sieve Test,% 0 1 Particle Charge Test Positive Tests on the Distilation Residue Flash Point,COC (F) 400 - Kinematic Viscosity @ 140°F(cSt) 190 350 B For use,EPR-1 may be diluted with water up to a maximum of three parts water to one part EPR-1 in order to achieve the desired concentration of residual resin/asphalt and facilitate application. 3.0 EXECUTION 3.01 EXAMINATION A. Verify base is ready to support imposed loads. $ Verify lines and grades are correct. 3.02 PREPARATION A. Thoroughly clean base course surface of loose material by brooming prior to application of prime coat. B Prepare sufficient base in advance of paving for efficient operations. 3.03 APPLICATION,GENERAL A. Apply prime coat with approved type of self-propelled pressure distributor Distribute prime coat evenly and smoothly under pressure necessary for proper distribution. B Keep all storage tanks,piping,retorts,booster tanks and distributors used in handling asphaltic materials clean and in good operating conditions. Conduct operations so that asphaltic material does not become contaminated. C. If yield of asphaltic material appears to be in error, recalibrate distributor prior to continuing Work. 5/2013 02742-3 of 4 CITY OF PEAALAND PRIME COAT D Maintain the surface until Work is accepted by Owner 3 04 APPLICATION,CUTBACK ASPHALT A. Do not use cutback asphalt during the period of April 16 to September 15 B Do not place prime coat in rain or when air temperature is below 60°F and falling. Materials maybe placed when air temperature taken in shade and away from artificial heat is above 50°F and rising. C. Distribute at rate of 0.25 to 0.35 gallons per square yard. D Provide all necessary facilities for determining temperature of asphaltic material in all heating equipment and in distributor, for determining rate of application, and for obtaining uniformity at junction of two distributor loads. Provide and maintain in good working order,recording thermometer at storage heating unit at all times. E. Temperature of application shall be based on temperature-viscosity relationship that will permit application of asphalt with viscosity of 100 to 125 centistokes.Maintain asphalt within 15°F of temperature required to meet viscosity Selected temperature shall be within following range. PRIME COAT TYPE MINIMUM(°F) MAXIMUM(°F) MC-30 70 150 MC70 125 175 F Do not allow temperature of MC-30 to exceed 175°F at any time. G Do not allow temperature of MC-70 to exceed 200°F at any time. 3.05 APPLICATION,EMULSIFIED PETROLEUM RESIN A. Do not place prime coat in rain or when air temperature is below 36°F and falling. B Distribute at rate of 0 15 to 0.25 gallons per square yard. 3.06 PROTECTION OF THE WORK A. No traffic or placing of subsequent courses shall be permitted over freshly applied prime coat until authorized by the Engineer END OF SECTION 5/2013 02742-4 of 4 CITY OFPEARLAND TACK COAT Section 02743 TACK COAT 1.0 GENERAL 1 01 SECTION INCLUDES A. Tack coat for asphaltic concrete paving. B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350 -Submittals C. Referenced Standards 1 American Society for Testing and Materials(ASTM) a. ASTM D 244, "Standard Test Methods and Practices for Emulsified Asphalts" 1.02 MEASUREMENT AND PAYMENT A. Unless indicated as a Bid Item,no separate payment will be made for tack coat under this Section. Include cost in Bid Items for which this Work is a component. B If tack coat 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 product data for proposed tack coat. C. Submit report of recent calibration of distributor 2.0 PRODUCTS 2.01 CUTBACK ASPHALT A. Provide moisture-free, homogeneous material which will not foam when heated to 347°F and which meets following requirements 5/2013 02743-1 of 4 CITY OF PEARLAND TACK COAT 1 Asphalt material for tack coat: RC-250 and meet following. PROPERTIES MIN MAX. Water,percent - - 0.2 Flash Point,T 0 C., °F 80 -Kinematic Viscosity at 140°F,cst 250 400 2 Distillate Expressed as percent by volume of total distillate to 680°F MIN MAX to 437°F 40 75 to 500°F 65 90 to 600°F 85 --- Residue from 680°F Distillation Volume,percent 70 --- 3 Tests on Distillation Residue MIN MAX Penetration at 77°F, 100g,5 sec. 100 150 Ductility at 77°F, 5 cros 100 --- Solubility in trichloroethylene,% 99 --- i Spot Test All Negative 2.02 EMULSION A. Provide homogeneous material which shall show no separation of asphalt after mixing and shall meet the viscosity requirements at any time within 30 days after delivery 1 Emulsion material for tack coat: SS-1 and meet following. 5/2013 02743-2 of 4 CITY OFPEARLAND TACK COAT MIN MAX Furol Viscosity at 77°F,sec. 30 100 Residue by Distillation, % 60 --- Oil Portion of Distillate,% -..- 2 Sieve Test, % --- 0 1 Miscibility(Standard Test) Passing Passing Cement Mixing, % --- 2.0 Storage Stability, I Day,% --- 1 Test on Residue Penetration at 77°F, 100 g, 5 sec 120 160 Solubility in Trichloroethylene,% 97.5 --- Ductility at 77°F, 5 cm/min,ems 100 --- 2. For emulsions used for tack coats during the period of April 16 to September 15,volatile organic compound solvents(VOC)shall not exceed 12%by weight when tested in accordance with ASTM D 244 30 EXECUTION 3.01. EXAMINATION A. Verify compacted base is ready to support imposed loads. B Verify lines and grades are correct. 3.02 PREPARATION A. Thoroughly clean base course or concrete surface of loose material by brooming prior to application of tack coat. 3 03 APPLICATION A. Apply tack coat uniformly by use of approved distributor at rate not to exceed 0 05 gallons per square yard of surface. B Paint all contact surfaces of curbs and structures,and all joints with thin uniform coat of tack coat. 5/2013 02743-3 of 4 CITY OF PEARLAND TACK COAT C. Cutback Asphalt: 1 Do not use cutback asphalt during the period of April 16 to September 15 2. Do not place tack coat in rain or when air temperature is below 50° F and falling. Materials may be placed when air temperature taken in shade and away from artificial heat is above 40°F and rising. 3 Temperature of tack coat shall be between 125°F and 180°F when applied. 4 Do not heat tack coat above 200°F at any time. 3 04 PROTECTION OF T H H;WORK A. No traffic or placing of subsequent courses shall be permitted over freshly applied tack coat until authorized by the Engineer END OF SECTION is is 5/2013 02743-4 of 4 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" j 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 CITY OF PEARLAND CONCRETE PAVEMENT p. ASTM C 138,"Standard Test Method for Density(Unit Weight),Yield, 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" t. ASTM C 42,"Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete" 2. Texas Department of Transportation(TxDOT) a. Tex-406-A, "Material Finer than 7511m (No. 200) Sieve in Mineral Aggregates (Decantation Test for Concrete Aggregates) b Tex-203-F, "Sand Equivalent Test" c. Standard Specifications for Construction and Maintenance of Highways,Streets and Bridges, 2004 Adoption 1) Item 438 "Cleaning and Sealing Joints and Cracks (Rigid Pavements and Bridge Decks)" 1.02 MEASUREMENT AND PAYMENT A Measurement for concrete paving is on square yard basis. Separate measurement will be made for 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 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350— Submittals. Submittals shall conform to requirements of Section 01350-Submittals 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 manufacturer's description and characteristics for mixing equipment, and for is traveling form paver,if proposed for use,for approval. I. D Submit manufacturer's certificates giving properties of reinforcing steel. Provide specimens for testing when required by the Engineer 08/2011 02751-2 of 15 CITY OF PEARLAND CONCRETE PAVEMENT E Submit product data for joint sealing compound and proposed sealing equipment for approval. P 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 UI. 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-µm(No. 200)sieve. Concrete subject to abrasion. 3 0* 08/2011 02751-3 of 15 CITY OF PEAR.LAND CONCRETE PAVEMENT All other concrete. 5 0* Coal and lignite. Where surface appearance of concrete is of 0.5 importance. All 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. Coarse aggregate(size 1 1/2 inch to No 4 sieve)shall conform to requirements of ASTM C 33 Gradation shall be within following limits when graded in accordance with ASTM C 136 SIEVE DESIGNATION (PERCENTAGE BY WEIGHT) (SQUARE OPENINGS) Retained on 1 3/4 inch sieve 0 Retained on 1 1/2 inch sieve 0 to 5 Retained on 3/4 inch sieve 30 to 65 Retained on 3/8 inch sieve 70 to 90 Retained on No.4 sieve 95 to 100 Loss by Decantation Test *Method Tex-406-A 1 0 maximum * 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 DI of Tex-406-A,percent may be increased to 1.5 D Fine Aggregate: Sand,manufactured sand,or combination thereof,composed of clean, hard,durable,uncoated grains,free from looms or other injurious foreign matter Fine aggregate for concrete shall conform to requirements of ASTM C 33 Gradation shall be within following limits when graded in accordance with ASTM C 136: SIEVE DESIGNATION (PERCENTAGE BY WEIGHT) (SQUARE OPENINGS) Retained on 3/8 inch sieve 0 Retained on No 4 sieve 0 to 5 Retained on No 8 sieve 0 to 20 Retained on No. 16 sieve 15 to 50 Retained on No. 30 sieve 35 to 75 Retained on No.50 sieve 65 to 90 08/2011 02751-4 of 15 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 mechanical injury and rust. At time of placement,steel shall be free from dirt,scale,rust,paint,oil or other injurious 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 Material 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 indicated 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 shape 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 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 Contractor shall determine and measure batch 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 feast 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 cement per cubic yard,with not more than 6.5 gallons of water,net,per sack of cement (water cement ratio maximum 0.57) Cement content shall be determined in accordance with ASTM C 138 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 Add air-entraining admixture to ensure uniform distribution of agent throughout 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 determined by testmg 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 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 02751-7of15 CITY OF PEARLAND 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 elevation of subbase. 2. Provide template for checking contour of subgrade. Template shall be long 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 template 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 1 Carpet Drag a. Provide a carpet drag mounted on a work bridge 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 Machme Finisher Provide apower-driven,transverse finishing machine designed and operated to strike off and consolidate concrete. Machine shall have two screeds accurately adjusted to crown of pavement and with frame equipped to ride on forms. Use finishing machine with rubber tires if it operates on concrete pavement. E Hand Finishing: 1 Provide mechanical strike and tamping template 2 feet longer than width of pavement to be finished. Shape template to pavement section. 2. Provide two bridges to ride on forms and span pavement for finishing expansion and dummy joints Provide floats and necessary edging and finishing tools. I F Vibrators. Furnish mechanically operated synchronized vibrators mounted on tamping bar which rides on forms and hand-manipulated mechanical vibrators. Furnish vibrators with frequency of vibration to provide maximum consolidation of concrete without segregation. 3.04 FORMS A Side Forms 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 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. 08/2011 02751-8 of 15 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 fox 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 ldnks 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 foams 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 finishing 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 rigid pavement sections 08/2011 02751-9 of 15 CITY OF PEARLAND CONCRETE PAVEMENT 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 when temperature is below 40 degrees F and falling. 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, below 95 degrees F Do not place when concrete temperature is above 95 degrees F at the time of discharge. B Place concrete within 60 minutes of mixing. Remove and dispose of concrete not placed within this period. 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 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. At end of day or in case of unavoidable interruption of more than 30 minutes,place transverse construction joint at point of stopping work. Remove and replace sections less than 10 feet long. B 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 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 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 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 to level surface. 08/2011 02751-10 of 15 CITY OF PEARZAND 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 PEARLA.ND CONCRETE PAVEMENT 3.13 SAWED JOINTS A 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 1/2 inch wide.Depth 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, 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 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 A Place 3/4 inch preformed expansion joints through curb and gutters at locations of expansion and 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 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 only when surface and joints are dry, ambient temperature is above 50 degrees F but 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 Engineer 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 C Clean joints of loose scale,dirt,dust and curing compound. Term joint includes wide joint spaces, expansion joints, dummy groove joints or cracks, either preformed or natural. Remove loose material from concrete surfaces adjacent to joints. 08/2011 02751-12of15 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 CONCRETE PAVEMENT 3.21 LIQUID MEMBRANE-FORMING COMPOUNDS A Immediately after finishing surface, and after concrete has taken its initial set, apply liquid membrane-forming compound in accordance with manufacturer's instructions. 3.22 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 to center of roadway to bridge any depressions and touch all high spots. Do not permit ordinates measured from face of straight edge to surface of pavement to 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 test requirements. Restore texture by grooving concrete to meet surface finishing specifications 3.23 FIELD QUALITY CONTROL A Testing will be performed under provisions of Section 01450—Testing Laboratory Services 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 will 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 C Yield test will be made in accordance with ASTM C 138 for cement content per cubic yard of concrete. If such cement content is found to be less than that specified per cubic yard,reduce batch weights until amount of cement per cubic yard of concrete conforms to requirements jD 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. Each core may be tested for 28 day compressive strength according to methods { of ASTM C 42. The 28 day compressive strength of each core tested shall be a minimum of 3000 pounds per square inch. E Contractor may,at his own expense,request three additional cores in vicinity of cores indicating nonconforming in-place depths. In-place depth at these locations shall be the average of depth of four cores. is F Fill cores and density test sections with new concrete paving or non shrink grout. 08/2011 02751-14 of 15 '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 PEARLA.ND CURB, CURB & GUTTER,AND HEADERS Section 02770 CURB, CURB &GUTTER,AND HEADERS 1.0 GENERAL 1.01 SECTION INCLUDES A Reinforced concrete curb, reinforced monolithic concrete curb and gutter, and mountable curb B Paving headers and railroad headers poured monolithically with concrete base or pavement. C References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 02751 —Concrete Pavement 4 Section 02335—Subgrade 5 Section 02710—Base Course for Pavement 1.02 MEASUREMENT AND PAYMENT A Measurement for curbs and for curbs and gutter is on linear foot basis measured along face of curb. B Measurement for headers is on linear foot basis measured between lips of gutters adjacent to concrete base and measured between backs of curbs adjacent to concrete pavement. C No separate payment will be made for curbs poured monolithically with concrete pavement. 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 details of proposed formwork for approval. i C Submit proposed mix design and test data for each type and strength of concrete in Work. Include proportions and actual flexural strength obtained from design mixes at required test ages. D Submit manufacturer's certifications giving properties of reinforcing steel. Provide specimens for testing when required by the Engineer. ' 3 07/2006 02770-1 of 4 f f CITY OF PEARLAND CURB, CURB & GUTTER,AND HEADERS 2.0 PRODUCTS 2.01 MATERIALS A Concrete: Conform to material and proportion requirements for concrete of Section 02751—Concrete Pavement, B Reinforcing Steel. Conform to material requirements for reinforcing steel of Section 02751—Concrete Pavement, C Grout: Nonmetallic, nonshrink grout containing no chloride producing agents conforming to the following requirements. Compressive strength at 7 days 3,500 psi Compressive strength at 28 days 8,000 psi Initial set time 45 minutes Final set time 1.5 hours D Preformed Expansion Joint Material. Conform to material requirements for preformed expansion joint matenal of Section 02751—Concrete Pavement. E Joint Sealing Compound. Conform to material requirements of Section 02751 — Concrete Pavement. F Mortar Mortar finish composed of one part Portland cement and 11 parts of fine aggregate. Use only when approved by the Engineer 3.0 EXECUTION 3.01 PREPARATION A Prepare subgrade or base in accordance with applicable portions of Section 02335— Subgrade or Section 02710—Base Course for Pavement. 3.02 PLACEMENT A Guideline. Set to follow top line of curb. Attach indicator to provide constant comparison between top of curb and guideline. Insure flow lines for monolithic curb and gutters conform to slopes indicated on Plans. B Forms. Brace sufficiently to maintain position during pour Use metal templates cut to section shown on Plans. C Reinforcement: Secure in proper position so that steel will remain in place throughout placement. 07/2006 02770-2 of 4 CITY OF PEARLAND CURB, CURB & GUTTER,AND HEADERS D Joints Place in accordance with Section 02751—Concrete Pavement. Place dummy groove joints at 6-foot centers at right angles to curb lines Cut dummy grooves 1/4 inch deep using an approved edging tool. E Place concrete in forms to required depth. Consolidate thoroughly Do not permit rock pockets in form. Entirely cover top surfaces with mortar 3.03 MANUAL FINISHING A After concrete is in place,remove front curb forms Form exposed portions of curb, and of curb and gutter,using mule which conforms to curb shape,as shown on Plans. B Thin coat of mortar may be worked into exposed face of curb using mule and two- handled wooden darby at least 3 feet long. C Before applying final finish move 10 foot straightedge across gutter and up curb to back form of curb Repeat until curb and gutter are true to grade and section. Lap straightedge every 5 feet. D Steel trowel finish surfaces to smooth, even finish. Make face of finished curb true and straight. E Edge outer edge of gutter with 1/4-inch edger Finish edges with tool having 1/4 inch radius. F Finish visible surfaces and edges of finished curb and gutter free from blemishes,form marks and tool marks. Finished curb or curb and gutter shall have uniform color, shape and appearance. 3.04 MECHANICAL FINISHING A Mechanical curb forming and finishing machines may be used instead of, or in conjunction with,previously described methods,if approved by the Engineer Use of mechanical methods shall provide specified curb design and finish. 3.05 CURING A Immediately after finishing operations,cure exposed surfaces of curbs and gutters in accordance with Section 02751 —Concrete Pavement. 3.06 TOLERANCES A Top surfaces of curb and gutter shall have uniform width and shall be free from humps,sags or other irregularities. Surfaces of curb top,curb face and gutter shall not vary more than 1/8 inch from edge of a 10-foot long straightedge laid along them, except at grade changes I i 3.07 PROTECTION OF THE WORK A Maintain curbs and gutters in good condition until completion of Work. 07/2006 02770-3 of 4 I: CITY OF PEARLAND CURB, CURB & GUTTER,AND HEADERS B Replace damaged curbs and gutters to comply with this Section. END OF SECTION 07/2006 02770-4 of 4 CITY OF PEARLAND TOPSOIL Section 02910 TOPSOIL 1.0 GENERAL 1.01 SECTION INCLUDES A Furnishing and placing topsoil for finish grading and for seeding, sodding, and planting. B 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 02200—Site Preparation 6. Section 01140—Contractor's Use of Premises 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for topsoil under this Section. Include cost in Bid Items for which topsoil is a component. B If topsoil 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 product quality,material sources,and field quality information in accordance with this Section. 1.04 TESTING A Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the provisions of 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. 07/2006 02910-1 of 3 CITY OF PEARLAND TOPSOIL 2.0 PRODUCTS 2.01 TOPSOIL A Topsoil shall be fertile, friable, natural sandy loam surface soil obtained from excavation or borrow operations having the following characteristics. 1 pH value of between 5.5 and 6.5 2. Liquid limit: topsoil not exceed 50 3 Plasticity index. 10 or less. 4 Gradation. maximum of 40 percent with a passing the#280 sieve. B Topsoil shall be reasonably free of subsoil,clay lumps,weeds,non-soil materials and other litter or contamination. Topsoil shall not contain roots,stumps,and stones larger than 2 inches. C Obtain topsoil from the top material from naturally well drained areas where topsoil occurs at a minimum depth of 4 inches and has similar characteristics to that found at the placement site. Do not obtain topsoil from areas infected with a growth of, or reproductive parts of nut grass or other noxious weeds 3.0 EXECUTION 3.01 EXAMINATION A Verify that excavation and embankment operations have been completed to correct lines and grades. 3.02 TOPSOIL STRIPPING AND SOTCKPILING A Conform to topsoil stripping and stockpiling requirements of Section 02200 —Site Preparation. 3.03 PLACEMENT A Contractor shall conduct erosion control practices described in Section 01566-Source Controls for Erosion and Sedimentation during topsoil placement operations. B For areas to be seeded or sodded, scarify or plow existing surface material to a minimum depth of 4 inches,or as indicated on the Plans Remove any vegetation and foreign inorganic material. Place 4 inches of topsoil on the loosened material and roll lightly with an appropriate lawn roller to consolidate the topsoil. C Increase depth of topsoil to 6 inches when placed over cement stabilized sand used as bedding and backfill material. D For areas to receive bushes or trees,excavate existing material and place topsoil to the depth and dimensions shown on the Plans. 07/2006 02910-2 of 3 CITY OF PEARLAND TOPSOIL E Remove spilled topsoil from curbs, gutters, and, paved areas and dispose of excess topsoil in accordance with requirements of Section 01140 — Contractor's Use of Premises. 3.04 PROTECTION OF THE WORK A Protect and maintain topsoil until a vegetative cover is established. B Repair areas damaged by Contractor's operations at no cost to Owner END OF SECTION 07/2006 02910-3of3 CITY OF PEARLAND PAVEMENT REPAIR Section 02980 PAVEMENT REPAIR 1.0 GENERAL 1.01 SECTION INCLUDES A Repairing streets,highways,driveways,sidewalks,and other pavements that have been cut,broken,or otherwise damaged during construction. B Repairing areas of failed paving in preparation for resurfacing. C References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 01500—Temporary Facilities and Controls 4 Section 02335—Subgrade 5 Section 02710—Base Course for Pavement 6. Section 02330—Embankment 7 Section 01140—Contractor's Use of Premises 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for pavement repair under this section. Include cost in Bid Items for which this Work is a component. B If pavement repair is included as a Bid Item,measurement is on a square yard basis. as follows. 1 Trench width plus 48 inches for utilities. 2. Trench width plus 10 feet for structures 3 As marked in field for failed paving. C If provisions of this Section, 3 O1D, require the limits of pavement repairs to be increased, then the payment limits shall be increased to the same extent. D No payment will be made for work outside payment limits, in areas that are not specifically called out as pay items and are incidental to the work or in areas removed for Contractor's convenience. E 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 05/2008 02980-1 of 3 CITY OF PEARLAND PAVEMENT REPAIR 1.04 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 A Provide materials of the same character as existing materials encountered in a cross section of the area to be repaired, or as approved by the Engineer B Subgrade. Provide on site soil stabilized with lime,lime fly ash,etc., as required by the testing laboratory under the provisions of Section 02335—Subgrade. C Base: Provide new base material as required by applicable portions of Section 02710— Base Course for Pavement. D Pavement: Provide new paving materials as required by Technical Specifications of applicable surface course treatments. 3.0 EXECUTION 3.01 EXAMINATION A Verify backfill is complete before repairing pavement over installed utilities or structures B Verify remaining subgrade is ready to support imposed loads before repairing areas of failed paving. 3.02 PREPARATION A For installation of utilities and utility appurtenances, saw cut and remove pavement (including base material for asphalt paving)24 inches beyond the width of excavation, unless otherwise indicated on Plans f B For installation of structures,saw cut and remove pavement(including base material for asphalt paving)5 feet beyond the width of excavation,unless otherwise indicated on Plans. C For repair of areas of failed paving, saw cut and remove pavement (including base material for asphalt paving)where indicated in the field or as directed by Engineer Remove subgrade that is soft and yielding, or to depth as directed by Engineer D If removed pavement is greater than one-half of pavement lane width, or within 18 inches of a longitudinal joint, on concrete pavement,replace pavement for full lane width or to nearest longitudinal joint as approved by the Engineer 05/2008 02980-2 of 3 CITY OF PEARLAND PAVEMENT REPAIR E Protect edges of existing pavement to remain from damage during removals,utility placement,backfill,and paving operations. For concrete pavement,leave and protect minimum of 18 inches of undisturbed subgrade on each side of trench to support replacement slab 3.03 EXAMINATION A Verify backfill is complete before repairing pavement over installed utilities or structures. B Verify remaining subgrade is ready to support imposed loads before repairing areas of failed paving. 3.04 INSTALLATION A Replace subgrade with material specified in this Section, 2.01B Place and compact under the provisions of Section 02330—Embankment for areas under future paving to match lines and grade of surrounding subgrade. B Replace base course with material specified in this Section,2.01C. Place and compact under the provisions of Section 02710—Base Course for Pavement to match lines and grade of surrounding base course. C Replace pavement with material specified in this Section,2.O1D,and according to the Technical Specifications of the particular surface course treatment so that a smooth, hard, well cemented surface, conforming to the lines and grade of the surround pavement is secured D For concrete pavement, install size and length of reinforcing steel and pavement thickness indicated on Plans. Place types and spacing of joints to match existing or as indicated on Plans. E Where existing pavement consists of concrete pavement with asphaltic surfacing, resurface with minimum 2-inch depth asphaltic pavement. F Repair state highway crossings in accordance with highway department permit and within 1 week after utility work is installed. 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. 3.06 PROTECTION OF THE WORK A Protect and maintain all pavement in good condition until completion of Work. B Replace pavement damaged by Contractor's operations at no cost to Owner END OF SECTION 05/2008 02980-3 of 3 CITY OFPEARLAND TECHNICAL SPECIFICATIONS DIVISION 3 TECHNICAL SPECIFICATIONS DIVISION 3 CONCRETE ti 07/2006 CITY OF PEARLAND CAST-IN-PLACE CONCRETE Section 03300 CAST-IN-PLACE CONCRETE 10 GENERAL 1.01 SECTION INCLUDES A. Cast-in-place concrete building frame members,floors,shear walls,foundation walls, and supported slabs,vaults,manholes and wet wells. B Cast-in-place concrete work for utility construction or rehabilitation,such as slabs on grade,small vaults,site-cast bases for precast units,cast-in-place manholes,including headwalls and miscellaneous small structures. C. Floors and slabs on grade. D Concrete seal slabs. E. Control, and expansion and contraction joint devices associated with concrete work, including joint sealants. F Design,construction,erection,and removal of structural concrete formwork. G Equipment pads,light pole base,thrust blocks. H. References to Technical Specifications 1 Section 01200-Measurement and Payment 2. Section 01350-Submittals 3 Section 01310-Coordination and Meetings 4 Section 03600-Structural Grout 5 Section 03310-Structural Concrete 6 Section 03100—Concrete Formwork 7 Section 01440—Inspection Services 8 Section 01460—Testing Laboratory Services I. Reference Standards: 1 American Concrete Institute(ACI) 2. American Society for Testing and Materials(ASTM) 3 Concrete Reinforcing Steel Institute(CRSI) 4 American Welding Society(AWS) 5 Wire Reinforcement Institute(WRI) 6 Encyclopedia of Industrial Chemical Analysis 5/2013 03300-1 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 1 02 UNIT PRICES A. Measurement for cast-in-place concrete is on lump-sum basis for each aforementioned item as bid. Payment includes related work performed on these items in accordance with related sections of these Technical Specifications. B. Measurement for extra cast-in-place concrete is on cubic-yard basis. Payment includes related work performed in accordance with related sections. C, Refer to Section 01200-Measurement and Payment for unit price procedures. 1.03 DEFINITIONS A. Hot Weather. Any combination of high air temperature, low relative humidity and wind velocity tending to impair quality of fresh or hardened concrete or otherwise resulting in abnormal properties. Hot weather concreting shall be in accordance with ACT-305R. B Cold Weather Period when,for more than 2 successive days,mean daily temperature is below 40 degrees F Cold weather concreting shall be in accordance with ACT - 306R. 104 SUBMITTALS A. Submittals shall conform to the requirements of Section 01350—Submittals. B Shop Drawings. 1 Submit Shop Drawings detailing reinforcement fabrication,bar replacement location, splices, spacing, bar designation, bar type, length, size, bending, number of bars,bar support type, and other pertinent information, including dimensions. Provide sufficient detail for placement of reinforcement without use of Plans Information shall correspond directly to data listed on bill of materials. 2. Use of reproductions of Plans by Contractor,Subcontractor,erector,fabricator or material supplier in preparation of Shop Drawings(or in lieu ofpreparation of Shop Drawings) signifies acceptance by that party of information shown thereon as correct,and acceptance of obligation to pay for any job expense,real or implied,arising due to errors that may occur thereon. Remove references to Design Engineer, including seals, when reproductions of Plans are used as Shop Drawings. 3 Detail Shop Drawings in accordance with ACT 315,Figure 6 5/2013 03300-2 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE 4 Submit Shop Drawings showing location of proposed additional construction joints,and obtain approval of the Engineer,prior to submitting reinforcing steel Shop Drawings. C. Bill of Materials Submit with Shop Drawings. D Product Data. 1 Mechanical Bar Splices. Submit manufacturer's technical literature,including specifications and installation instructions. 2. Epoxy grout proposed for anchoring reinforcing dowels to hardened concrete: Submit manufacturer's technical literature including recommended installation procedures. 3 Provide data on joint devices, attachment accessories and admixtures. E. Certificates. 1 Submit steel manufacturer's certificates of mill tests giving properties of steel proposed for use. List of manufacturer's test number,heat number,chemical analysis, yield point,tensile strength, and percentage of elongation. Identify proposed location of steel in work. 2. Foreign-manufactured reinforcing bars shall be tested for conformance to ASTM requirements by a certified independent testing laboratory located in United States. Certification from any other source is not acceptable. Submit test reports for review Do not begin fabrication of reinforcement until material has been approved. 1.05 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01350-Submittals. B. Accurately record actual locations of embedded utilities and components which are concealed from view 1.06 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301-99 Specifications for Structural Concrete- IP B Acquire cement and aggregate from same source for all work. C. Conform appropriately to ACI 305R-99:Hot Weather Concreting or ACI 306R.1- 90:Standard Specification for Cold Weather Concreting. 5/2013 03300-3 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 1.07 COORDINATION A. Coordinate Work under provisions of Section 01310—Coordination and Meetings. B Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. 2.0 PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM - C150, Type I - Normal Portland Type II - Moderate Sulphate resistance Portland type. B Fine and Coarse Aggregates ASTM-C33 C. Use coarse limestone aggregate and crushed limestone for fine aggregate. The product of concrete alkalinity(A,as equivalent calcium carbonate)times the thickness of cover over the reinforcing steel(Z,in inches)shall not be less than 0.54,i.e. concrete shall have an AZ factor greater than or equal to 0.54 Provide a minimum concrete cover of 2" over reinforcing steel on the inside of the structures. D Water Clean and not detrimental to concrete. 2.02 ADMIXTURES A. Air Entrainment:ASTM-C260 B Chemical. ASTM-C494,Type A-Water Reducing Type D-Water Reducing and Retarding Type E-Water Reducing and Accelerating admixture. 2.03 ACCESSORIES A. Bonding Agent: Two component modified epoxy resin. B Vapor Barrier 6 mil clear polyethylene film type recommended for below grade application. C. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate,cement, water reducing and plasticizing agents,capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. 2.04 JOINT DEVICES AND.FILLER MATERIALS A. Joint Filler Type C: ASTM-D1752,Premolded sponge rubber, fully compressible with recovery rate of minimum 95 percent. 5/2013 03300-4 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE B Sealant:ASTM-D1190, synthetic rubber 2.05 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM - C94, Alternative No 3 A minimum of 5 75 bags of cement per cubic yard of concrete shall be used. For Concrete in Contact with sewage use Portland Type II,ASTM-C150,Cement. B Provide concrete to the following criteria. 1 Compressive Strength 7 days. 2400 psi 2. Compressive Strength 28 days 4000 psi 3 Slump. 3 to 4 inches for concrete cast against earth in slabs and footings and where used as a topping. 5 to 6 inches for concrete in supported slabs,beams, columns and walls. 4 Maximum Water/Cement Ratio 0.50 C. Use accelerating admixtures in cold weather only when approved by Engineer Use of admixtures will not relax cold weather placement requirements. D Use set retarding admixtures during hot weather only when approved by Engineer E. Add air entraining agent to normal weight concrete mix for work exposed to temperature lower than 40 degrees F Air content shall be 3 percent maximum for concrete with trowel finished surfaces and 3-5 percent for other concrete. 2.06 FORM MATERIAL A. Smooth Forms. New plywood, metal, plastic, tempered concrete-form hardboard, dressed lumber faced with plywood or lining, or metal-framed plywood-faced panel material,to provide continuous,straight,smooth surfaces Form material shall be free of raised grain, torn surfaces,worn edges,patches, dents or other defects Furnish material in largest practical sizes to minimize number of joints and,when indicated on Plans,conform to joint system indicated. Form material shall have sufficient strength and thickness to withstand pressure of newly placed concrete without bow or deflection. B. Rough Forms Plywood,metal, dressed or undressed lumber free of knots, splits or other defects, or other material acceptable to the Engineer of sufficient strength and thickness to withstand pressure of newly placed concrete without bow or deflection. C. Plywood. Conform to PS 1, Class 1 D Lumber Conform to PS 20 5/2013 03300-5 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE E. Edge Forms and Intermediate Screed Strips Type and strength compatible with the screed equipment and methods used. F Plastic Forms. One-piece forms for domes,beams and pan joists Single lengths for columns not exceeding height of 7'-6" For columns over 7'-6",use 7'-6"sections and filler sections as needed. To facihtate removal of pan joist founts,taper sides I inch per foot. Cr Metal Pan Joist Forms. Removable type;fabricated of minimum 14-gage steel, one piece between end closures Adjustable fauns not allowed. Taper sides 1 inch per foot to facilitate removal. H. Earth Cuts for Forms 1 Use earth cuts for forming unexposed sides of grade beams cast monolithically with slabs on grade. 2. Where sides of excavations are stable enough to prevent caving or sloughing, following surfaces maybe cast against neat-cut excavations a. Sides of footings. b. Inside face of perimeter grade beams not monolithic with slab on grade. When inside face is cast against earth,increase beam width indicated on Plans by 1 inch. c. Both faces of interior grade beams not monolithic with slab on grade. When grade beam is cast against earth,increase beam width indicated on Plans by 2 inches. Corrugated Fiberboard Carton Forms I Corrugated fiberboard carton forms, when called for, are intended to form a void space beneath pile-supported and pier-supp orted slabs and other structural elements as shown. 2. Provide products of a reputable manufacturer regularly engaged in commercial production of double-faced corrugated fiberboard carton forms,constructed of waterproof paper and laminated with waterproof adhesive. 3 Fiberboard forms. Capable of supporting required dead load plus construction loads,and designed to lose their strength upon prolonged contact with moisture and soil bacteria. 4 Seal cuts and ends of each form section by dipping in waterproof wax,unless liners and flutes are completely impregnated with waterproofing. 5/2013 03300-6 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 5 Size forms as indicated on Plans. Assemble as recommended by manufacturer, either with steel banding at 4'-0" maximum on centers, or, where liners and flutes are impregnated with waterproofing,with adequate stapling. J Circular Forms 1 Form round-section members with paper or fiber tubes, constructed of laminated plies using water-resistant adhesive with wax-impregnated exterior for weather and moisture protection. Provide units with sufficient wall thickness to resist loads imposed by wet concrete without defamation. Provide manufacturer's seamless units to minimize spiral gaps and seams, 2. Fiberglass or steel forms maybe used for round-section members. K. Shores Wood or adjustable metal,with bearing plates,with double wedges at lower end. L. Form Ties. 1 Use commercially-manufactured ties, hangers and other accessories for embedding in concrete. Do not use wire not commercially fabricated for use as a form accessory 2. Fabricate ties so ends or end fasteners can be removed without causing spalling of concrete faces. Depth from formed concrete face to the embedded portion. At least 1 inch, or twice the minimum dimension of tie,whichever is greater 3 Provide waterstop feature for form ties used on liquid-containing structures and on concrete walls which will have earth backfill on one side. 4 Removable ties. Taper ties maybe used when approved by the Engineer In the hole left by the removal of the taper tie, insert a preformed neoprene or polyurethane plug sized to seat at the center of the wall. M, Form Coating: Commercial formulation of form oil or form-release agent having proven satisfactory performance. Coating shall not bond with,, stain or otherwise adversely affect concrete surfaces, or impair their subsequent treatment, including application of bonding agents, curing compounds, paint, protective liners and membrane waterproofing. N Coating for Plastic Forms Alkali-resistant gel-coat. 0 Chamfer Strips. Unless otherwise indicated on Plans,provide 3/4 inch chamfer strips in corners of forms to produce beveled edges where required by this Section, 3 0 "Execution" P Form Gaskets Polyethylene rod,closed cell, 1-inch diameter. 5/2013 03300-7 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 2.07 DESIGN OF FORMWORK A. Conform to ACI 117, ACI 347 and building codes, unless more restrictive requirements are specified or shown on Plans. Contractor shall design and engineer concrete formwork,including shoring and bracing. Design formwork for applicable gravity loads,lateral pressure,wind loads and allowable stresses. Camber formwork to compensate for anticipated deflection during placement of concrete required to maintain specified tolerances. Design formwork to be readily removed without impact,shock or damage to concrete surfaces and adjacent materials. B. Slip Forming: Permitted on written approval of the Engineer Contractor shall demonstrate suitability of method proposed. 2.08 REINFORCING MATERIAL A. Reinforcing Bars Deformed bars conforming to ASTM-A615,grade as indicated on Plans, except column spirals and those shown on Plans to be smooth bars. Where grade is not shown on Plans,use Grade 60 B Smooth Bars. Where indicated on Plans, use smooth bars conforming to ASTM- A36,ASTM-A615,Grade 60, or ASTM-A675, Grade 70 C. Column Spirals. Bars conforming to ASTM-A615,Grade 60,or wire conforming to ASTM-A82. D Epoxy-Coated Deformed Bars,Column Spirals and Smooth Bars: Conform to ASTM -A775/A775M. E. Welded Wire Fabric. 1 Welded Smooth Wire Fabric. Conform to ASTM-A185 2. Welded Deformed Wire Fabric: Conform to ASTM-A497 3 Provide wire size,type and spacing as shown. Where type is not shown on Plans,use welded smooth wire fabric. 4 Furnish welded wire fabric in flat sheets only F Tie Wire: 16-1/2 gage or heavier annealed steel wire. Use plastic-coated tie wire with epoxy-coated reinforcing steel. ` G Bar Supports Provide chairs. Use bar supports and accessories of sizes required to provide required concrete cover. Where concrete surfaces are exposed to weather, water or wastewater,provide plastic accessories only;Ido not use galvanized or plastic- tipped metal in such locations. Provide metal bar supports and accessories rated Class 1 or 2 conforming to CRSI Manual of Standard Practice. Use epoxy-coated bar supports with epoxy-coated reinforcing bars. 5/2013 03300-80f38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE H. Slabs on Grade Provide chairs with sheet metal bases or provide precast concrete bar supports 3 inches wide, 6 inches long, and thick enough to allow required cover Embed tie wires in 3-inch by 6-inch side, Mechanical Bar Splices. 1 Conform to ACI 318-05.Building Code Requirements for Structural Concrete and Commentary;use where indicated on Plans. a, Compression splices shall develop ultimate stress of reinforcing bar b Tension splices shall develop 125 percent of minimum yield point stress of reinforcing bar 2. Regardless of chemical composition of steel,any heat effect shall not adversely affect performance of reinforcing bar J Welded Splices. 1 Provide welded splices where shown and where approved by the Engineer Welded splices of reinforcing steel shall develop a tensile strength exceeding 125 percent of the yield strength of the reinforcing bars connected. 2. Provide materials for welded splices conforming to AWS D1 4— Structural Welding Code-Reinforcing Steel. K. Epoxy Grout: High-strength rigid epoxy adhesive,conforming to ASTM-C881,Type IV, manufactured for purpose of anchoring dowels into hardened concrete and the moisture condition, application temperature and orientation of the hole to be filled. Unless otherwise shown,depth of embedment shall be as required to develop the full tensile strength(125 percent of yield strength)of dowel,but not less than 12 diameters. 2.09 FABRICATION OF REINFORCING A. Bending: Fabricate bars to shapes indicated on Plans by cold bending. Bends shall conform to minimum bend diameters specified in ACI 318-05.Building Code Requirements for Structural Concrete and Commentary Do not straighten or rebend bars, Fabricate epoxy-coated reinforcing steel to required shapes in a manner that will not damage epoxy coating. Repair any epoxy coating with patching material conforming to Item 4 4 of ASTM-A775/A775M. B Splices. 1 Locate splices as indicated on Plans. Do not locate splices at other locations without approval of the Engineer Use minimum number of splices located at points of minimum stress. Stagger splices in adjacent bars. 2. Length of lap splices As shown on Plans. 5/2013 03300-9 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE 3 Prepare ends of bars at mechanical splices in accordance with splice manufacturer's requirements C. Construction Joints. Unless otherwise shown, continue reinforcing through construction joints D Bar Fabrication Tolerances.Conform to tolerances listed in ACI 315,Figures 4 and 5 E. Standard Hooks Conform to the requirements of ACI 318-05.Building Code Requirements for Structural Concrete and Commentary F Marking:Clearly mark bars with waterproof tags showing number of bars,size,mark, length, and yield strength. Mark steel with same designation as member in which it occurs. 2.10 FINISHING MATERIALS A. Sealer/Dustproofer (VOC Compliant) Water-based acrylic sealer; non-yellowing under ultraviolet light after 200-hour test in accordance with ASTM - D4587 Conform to local,state and federal solvent emission requirements. B Epoxy Floor Topping: Two-component epoxy resin meeting ASTM-C881 Type III, resistant to wear,staining and chemical attack,blended with granite,sand,trap rock or quartz aggregate,trowel-applied over concrete floor Topping thickness shall be 1/8 inch. Color shall be gray C. Abrasive Aggregate for Nonslip Finish. Fused aluminum oxide grit,or crushed emery aggregate containing not less than 40 percent aluminum oxide and not less than 25 percent ferric oxide. Material shall be factory graded, packaged, rustproof and nonglazing,and unaffected by freezing,moisture and cleaning materials. D Epoxy Penetrating Sealer Low-viscosity,two-component epoxy system designed to give maximum penetration into concrete surfaces Sealer shall completely seal concrete surfaces from penetration of water, oil and chemicals,prevent dusting and deterioration of concrete surfaces caused by heavy traffic;and be capable of adhering to floor surfaces subject to hydrostatic pressure frombelow Color shall be transparent amber or gray Surface shall be non-slip E. Latex Bonding Agent: Non-redispersable latex base liquid conforming to ASTM- C 1059 When used in water and wastewater treatment structures,bonding agent shall • be suitable for use under continuously submerged conditions. Conformance and suitability certification by manufacturer is required. F Bonding Grout: Prepare bonding grout by mixing approximately one part cement to one part fine sand meeting ASTM-C144 but with 100 percent passing No 30 mesh sieve. Mix with water to consistency of thick cream. At Contractor's option, a commercially-prepared bonding agent used in accordance with manufacturer's 5/2013 03300-10 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE recommendations and instructions maybe used. When used in water and wastewater treatment structures, bonding agent shall be suitable for use under continuously submerged conditions. Conformance and suitability certification by manufacturer is required. Submit manufacturer's technical information on proposed bonding agent. G Patching Mortar 1 Make patching mortar of same materials and of approximately same proportions as concrete, except omit coarse aggregate. Substitute white Portland cement for part of gray Portland cement on exposed concrete in order to match color of surrounding concrete. Determine color by malung trial patch. Use minimum amount of mixing water required for handling and placing. Mix patching mortar in advance and allow to stand. Mix frequently with trowel until it has reached stiffest consistency that will permit placing. Do not add water 2. Proprietary compounds for adhesion or specially formulated cementitious repair mortars may be used in lieu of or in addition to foregoing patching materials provided that properties of bond and compressive strength meet or exceed the foregoing and color of surrounding concrete can be matched where required. Use such compounds according to manufacturer's recommendations. When used in water and wastewater treatment structures, material shall be suitable for use under continuously submerged conditions Conformance and suitability certification by manufacturer is required. H. Epoxy Adhesive: Two-component,100 percent solids,100 percent reactive compound developing 100 percent of strength of concrete, suitable for use on dry or damp surfaces. Epoxy used to inject cracks and as a binder in epoxy mortar shall meet ASTM-C881,Type VI. Epoxy used as a bonding agent for fresh concrete shall meet ASTM-C881,Type V Non-shrink Grout: See Section 03600-Structural Grout, Spray-Applied Coating: Acceptable products are Thoro System Products"Thoroseal Plaster Mix" or approved equal. Color. Gray K. Concrete Topping: Class H concrete with 3/8-inch maximum coarse aggregate size,as specified in this Section. L. Concrete Fill. Class H concrete with 3/8-inch maximum coarse aggregate size,(Class C where fill thickness exceeds 3 inches throughout a placement), as specified in Section 03310-Structural Concrete. M. Evaporation Retardant: Confilm, manufactured by Master Builders, Eucobar, manufactured by Euclid Chemical Company; or equal. 5/2013 03300-11 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE 2.11 CONCRETE CURING MATERIALS A. Membrane-forming Curing Compound. Conform.to ASTM - C309, Type 1D, and following requirements. 1 Minimum solids content: 30 percent. 2. Compound shall not permanently discolor concrete. When used for liquid- containing structures,curing compound shall be white-pigmented. 3 When used in areas that are to be coated, or that will receive topping or floor covering,material shall not reduce bond of coating,topping,or floor covering to concrete. Curing compound manufacturer's technical information shall state conditions under which compound will not prevent bond. 4 Conform to local,state and federal solvent emission requirements.Conform to local,state and federal solvent emission requirements. 5 White pigmented concrete curing compound shall be sprayed on in one even coat with a hand orpower sprayer as soon as the surface water disappears from concrete surface. B. Clear Curing and Sealing Compound(VOC Compliant) Conform to ASTM-C309, Type 1,Class B,and the following requirements. 30 percent solids content minimum, non-yellowing under ultraviolet light after 500-hour test in accordance with ASTM- D4587 Sodium silicate compounds are not permitted. Conform to local, state and federal solvent emission requirements C. Sheet Material for Curing Concrete. ASTM-C171,waterproof paper,polyethylene film or white burlap-polyethylene sheeting. D Curing Mats(for use in Curing Method 2) Heavy shag rugs or carpets,or cotton mats quilted at 4 inches on center, 12 ounce per square yard minimum weight when dry is E. Water for curing: Clean and potable. is 3.0 EXECUTION 3.01 EXANIINATION A. Verify requirements for concrete cover over reinforcement. B. Verify that anchors,seats,plates,reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 5/2013 03300-12 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 3.02 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions, B In locations where new concrete is dowelled to existing work, drill holes in existing concrete,insert steel dowels and pack solid with non-shrink grout. 3 03 PREPARATION OF SURFACES FOR CONCRETING A, Earth Surfaces 1 Under interior slabs on grade,install vapor barrier Lap joints at least 6 inches and seal watertight with tape,or sealant applied between overlapping edges and ends. Repair vapor barrier damaged during placement of reinforcmg and inserts with vapor barrier material,lap over damaged areas at least 6 inches and seal watertight. 2. Other Earth Surfaces Thoroughly wet by sprinkling prior to placing concrete, and keep moist by frequent sprinkling up to time of placing concrete thereon. Remove standing water Surfaces shall be free from standing water,mud and debris at the time of placing concrete. B Construction Joints: 1 Definition. Concrete surfaces upon or against which concrete is to be placed, where the placement of the concrete has been interrupted so that, in the judgment of the Engineer,new concrete cannot be incorporated integrally with that previously placed. 2. Interruptions When placing of concrete is to be interrupted long enough for the concrete'to take a set,use forms or other means to shape the working face to secure proper union with subsequent work. Make construction joints only where acceptable to the Engineer 3 Preparation, Give horizontal joint surfaces a compacted,roughened surface for good bond. Except where the Plans call for joint surfaces to be coated,clean joint surfaces of laitance,loose or defective concrete and foreign material by hydroblasting or sandblasting(exposing aggregate),roughen surface to expose aggregate to a depth of at least 1/4 inch and wash thoroughly Remove standing water from the construction joint surface before new concrete is placed. 4 After surfaces have been prepared cover approximately horizontal construction joints with a 3-inch lift of a grout mix consisting of Class A concrete batched without coarse aggregate; place and spread grout uniformly Place wall concrete on the grout mix immediately thereafter 5/2013 03300-13 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE C. Set and secure reinforcement, anchor bolts, sleeves, inserts and similar embedded items in the forms where indicated on Plans,Shop Drawings and as otherwise required. Obtain the Engineer's acceptance before concrete is placed. Accuracy of placement is the sole responsibility of the Contractor D Unless otherwise approved by Engineer,place no concrete until at least 4 hours after formwork,inserts,embedded items,reinforcement and surface preparation have been completed and accepted by the Engineer Clean surfaces of forms and embedded items that have become encrusted with grout or previously-placed concrete before placing adjacent concrete. E. Casting New Concrete Against Old. Where concrete is to be cast against old concrete (any concrete which is greater than 60 days of age),thoroughly clean and roughen the surface of the old concrete by hydro-blasting or sandblasting(exposing aggregate). Coat joint surface with epoxy bonding agent following manufacturer's written instructions,unless indicated otherwise. Unless noted otherwise,this provision does not apply to vertical wall joints where waterstop is installed. F Protection from Water. Place no concrete in any structure until water entering the space to be filled with concrete has been properly cut off or diverted and carried out of the forms,clear of the work. Deposit no concrete underwater Do not allow still water to rise on any concrete until concrete has attained its initial set, Do not allow water to flow over the surface of any concrete in a mariner and at a velocity that will damage the surface finish of the concrete. Pumping,dewatering and other necessary operations for removing ground water,if required, are subject to the Engineer's review G Corrosion Protection. Position and support pipe, conduit, dowels and other ferrous items to be embedded in concrete construction prior to placement of concrete so there is at least a 2 inch clearance between them and any part of the concrete reinforcement. Do not secure such items in position by wiring or welding them to the reinforcement. H. Where practicable, provide for openings for pipes, inserts for pipe hangers and brackets, and setting of anchors during placing of concrete. '. I. Accurately set anchor bolts and maintain in position with templates while they are being embedded in concrete. J Cleaning: Immediately before concrete is placed,thoroughly clean dirt,grease,grout, mortar,loose scale,rust and other foreign substances from surfaces of metalwork to be in contact with concrete. 3.04 FORMWORK INSTALLATION A. Formwork Construction 1 Construct and maintain formwork so that it will maintain correct sizes of members,shape,alignment,elevation and position during,concrete placement and until concrete has gained sufficient strength. Provide for required 5/2013 03300-14 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE openings, offsets, sinkages, keyways, recesses, moldings, anchorages, and inserts. 2. Construct formes for easy removal without damage to concrete surfaces. 3 Make formwork sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly buttjoints and provide backup material at joints as required to prevent leakage and fins. Provide gaskets for wall forms to prevent concrete paste leakage at their base. 4 Place chamfer strips in forms to bevel edges and corners permanently exposed to view,except top edges of walls,and slabs which are indicated on Plans to be tooled. Do not bevel edges of formed joints and interior corners unless indicated on Plans. Form beveled edges for vertical and horizontal corners of equipment bases. Unless otherwise indicated on Plans,make bevels 3/4 inch wide. 5 Provide temporary openings at bases of column and wall forms and other points as required for observation and cleaning immediately before concrete is placed. 6 Where runways are required for moving equipment,support runways directly on the formwork or structural members. Do not allow runways or supports to rest on reinforcing steel. 7 Use smooth forms on formed concrete surfaces required to have smooth form finish or rubbed finish. 8. Rough forms maybe used on formed concrete surfaces indicated to have rough form finish. B Forms for Surfaces Requiring Smooth Form Finish. 1 Drill forms to suit ties used and to prevent leakage of concrete mortar around tie holes. Uniformly space form ties and align in horizontal and vertical rows. Install taper ties,if used,with the large end on the wet face of the wall. 2. Provide sharp, clean corners at intersecting planes, without visible edges or offsets. Back up joints with extra studs or girts to maintain true, square intersections. 3 Form molding shapes,recesses and projections with smooth-finish materials and install in forms with sealed joints to prevent displacement. 4 Form exposed corners of beams and columns to produce square,smooth,solid, unbroken lines. 5/2013 03300-15 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 5 Provide exterior exposed edges with 3/4-inch chamfer or 3/4-inch radius. 6 Arrange facing material in orderly and symmetrical fashion. Keep number of joints to practical minimum. Support facing material adequately to prevent deflection in excess of allowable tolerances. 7 For flush surfaces exposed to view in completed structure,overlap previously- placed hardened concrete with form sheathing by approximately 1 inch. Hold forms against hardened concrete to maintain true surfaces,preventing offsets or loss of mortar C. Forms for Surfaces Requiring Rubbed Finish. Provide forms as specified in this Section, 3 04B "Forms for Surfaces Requiring Smooth Form Finish" Use smooth plywood linings or forms, in as large sheets as practicable, and with smooth, even edges and close joints. D Edge Forms and Screed Strips for Slabs. Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface.Provide and secure supports for types of screeds required. E. Circular Forms. Set forms in one piece for full height of member F Surfaces to Receive Membrane Waterproofing: Coordinate surface finish, anchors, reglets,and similar requirements with membrane waterproofing applicator j G Fireproofing Steel Member' Construct forms to provide not less than the concrete thickness necessary,measured from face of steel member,to provide the required fire rating. Forms for concealed surfaces may be unlined. H. Tolerances. 1 Unless noted otherwise on Plans,construct formwork so concrete surfaces will conform to tolerance limits listed in Tables 03100A and 03100B at end of this Section. 2 Establish sufficient control points and bench marks as references for tolerance checks. Maintain these references in undisturbed condition until final completion and acceptance of the Work. Adjustment of Formwork: 1 Use wedges or jacks to provide positive adjustment of shores and struts. After final inspection and before concrete placement,fasten in position wedges used for final adjustment of forms. 2. Brace forms securely against lateral deflections. Prepare to compensate for settling during concrete placement. 5/2013 03300-16 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 3 For wall openings,construct wood forms that facilitate necessary loosening to counteract swelling of forms Corrugated Fiberboard Carton Forms. 1 Place on smooth firm bed of suitable material to prevent vertical displacement; set tight to prevent horizontal displacement. Exercise care to avoid buckling of forms. Install in accordance with manufacturer's directions and recommendations, 2. Fit carton forms tightly around piles and piers, completely fill the space between subgrade and concrete placement with carton forms to form a void space. 3 Protect carton forms from moisture and maintain in a dry condition until concrete is placed on them. If they become wet before placement of concrete, allow them to dry and carefully inspect for strength before concrete is placed. 4 Before concrete placement,replace damaged or deteriorated forms which are incapable of supporting concrete dead load plus construction live loads. 3.05 PREPARATION OF FORM SURFACES A. Clean surfaces of forms and embedded materials before placing concrete. Remove accumulated mortar,grout,rust and other foreign matter B Coat forms for exposed or painted concrete surfaces with form oil or form-release agent before placing reinforcement. Cover form surfaces with coating material in accordance with manufacturer's printed instructions Do not allow excess coating material to accumulate in forms or to contact hardened concrete against which fresh concrete will be placed. Remove coating material from reinforcement before placing concrete. C. Forms for unexposed surfaces, other than retained-in-place metal forms,may be wet with water immediately before concrete placement in lieu of coating. When possibility of freezing temperatures exists,however,the use of'coating is mandatory 3.06 INSTALLATION OF REINFORCEMENT A. Placement Tolerances. Place reinforcement within tolerances of Table 03210A at the end of this Section. Bend tie wire away from forms to maintain the specified concrete coverage. B Interferences: Maintain 2-inch clearance from embedded items. Where reinforcing interferes with location of other reinforcing steel,conduit or embedded items,bars may be moved within specified tolerances or one bar diameter,whichever is greater Where 5/2013 03300-17 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE greater movement of bars is required to avoid interference,notify the Engineer Do not cut reinforcement to install inserts, conduit, mechanical openings or other items without approval of the Engineer C. Concrete Cover. Provide clear cover measured from reinforcement to face of concrete as listed in Table 03210B at the end of this Section, unless otherwise indicated on Plans D Placement in Forms Use spacers,chairs,wire ties and other accessory items necessary to assemble,space,and support reinforcing properly Provide accessories of sufficient number,size and strength to prevent deflection or displacement of reinforcement due to construction loads or concrete placement. Use appropriate accessories to position and support bolts, anchors and other embedded items Tie reinforcing bars at each intersection,and to accessories. Blocking reinforcement with concrete or masonry is prohibited. E. Placement for Concrete on Ground. Supportbar and wire reinforcement on chairs with sheet metal bases or precast concrete blocks spaced at approximately 3 feet on centers each way Use minimum of one support for each 9 square feet. Tie supports to reinforcing bars and wires. F Vertical Reinforcement in Columns Offset vertical bars by at least one bar diameter at splices. Provide accurate templates for column dowels to ensure proper placement. G Splices. 1 Do not splice bars, except at locations indicated on Plans or reviewed Shop Drawings,without approval of the Engineer 2. Lap Splices. Unless otherwise shown or noted,Class B, conforming to ACI 318-89,Section 12.15 1 Tie securely with wire prior to concrete placement,to prevent displacement of splices during concrete placement. 3 Mechanical Bar Splices Use only where indicated on Plans or approved by the Engineer Install in accordance with manufacturer's instructions. a. Couplers located at a joint face shall be of a type which can be set either flush or recessed from the face as shown. Seal couplers prior to concrete placement to completely eliminate concrete or cement paste from entering. b Couplers intended for future connections Recess 1/2 inch minimum from concrete surface. After concrete is placed,plug coupler and fill recess with sealant to prevent contact with water or other corrosive materials. c. Unless noted otherwise, match mechanical coupler spacing and capacity to that shown for the adjacent reinforcing. 5/2013 03300-18 of 38 I CITY OF PEARLAND CAST-IN-PLACE CONCRETE 4 Construction Joints Place reinforcing continuous through construction joints, unless noted otherwise. H. Welded Wire Fabric, Install wire fabric in as long lengths as practicable. Unless otherwise indicated on Plans,lap adjoining pieces at least 6 inches or one full mesh plus 2 inches, whichever is larger Lace splices with wire. Do not make end laps midway between supporting beams, or directly over beams of continuous structures Offset end laps in adjacent widths to prevent continuous laps. Conform to WRI - Manual of Standard Practice for Welded Wire Fabric. I. Field Bending: Shape reinforcing bent during construction operations to conform to Plans. Bars shall be cold-bent; do not heat bars. Closely inspect reinforcing for breaks When reinforcing is damaged, replace, Cadweld, or otherwise repair, as directed by the Engineer. Do not bend reinforcement after it is embedded in concrete. J Epoxy-coated Reinforcing Steel. Install in accordance this Section, 3 06J "Field Bending",and in.a manner that will not damage epoxy coating. Repair damaged epoxy coating with patching material as specified in Paragraph 2.09 A-Bending. K. Field Cutting: Cut reinforcing bars by shearing or sawing. Do not cut bars with cutting torch. L. Welding of reinforcing bars is prohibited, except where shown on Plans. 3.07 GROUTING OF REINFORCING AND DOWEL BARS A. Use epoxy grout for anchoring reinforcing and dowel steel to existing concrete in accordance with epoxy manufacturer's instructions. Drill hole not more than 1/4 inch larger than steel bar diameter(including height of deformations for deformed bars)in existing concrete. Just before installation of steel,blow hole clean of all debris using compressed air Partially fill hole with epoxy,using enough epoxy so when steel bar is inserted, epoxy grout will completely fill hole around bar Dip end of steel bar in epoxy and twist bar while inserting into partially-filled hole. 5/2013 03300-19 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE TABLE 03210A REINFORCEMENT PLACEMENT TOLERANCES Placement Tolerances (in inches) Clear Distance- To formed soffit: -1/4 To other formed surfaces: 11/4 Minimum spacing between bars -1/4 Clear distance from unformed surface to top reinforcement- Members 8 inches deep or less. 11/4 Members more than 8 inches deep but less than 24 inches deep -1/4,+1/2 Members 24 inches deep or greater -1/4,+1 Uniform spacing of bars +2 (but the required number of bars shall not reduced). Uniform spacing of stirrups and ties ±1 (but the required number of stirrups and ties shall not be reduced) Longitudinal locations of bends and ends of reinforcement- General 12 Discontinuous ends of members. 11/2 Length of bar laps. -1 1/2 Embedded length- For bar sizes No. 3 through 11 -1 For bar sizes No. 14 and 18 -2 5/2013 03300-20 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE TABLE 03210B MINIMUM CONCRETE COVER FOR REINFORCEMENT Minimum Surface Cover (in inches) Slabs and Joists- Top and bottom bars for dry conditions— No 14 andNo 18 bars. 1 1/2 No 11 bars and smaller. 1 Formed concrete surfaces exposed to earth,water,or weather,over,or in contact with,sewage;and for bottoms bearing on work mat,or slabs supporting earth cover- No 5 bars and smaller. 1 1/2 No 6 through No 18 bars 2 Beams and Columns- For dry conditions- Stirrups, spirals and ties. 1 1/2 Principal reinforcement: 2 Exposed to earth,water,sewage or weather Stirrups and ties 2 Principal reinforcement: 2 1/2 Walls- For dry conditions- No. 11 bars and smaller 1 No. 14 and No 18 bars 1 1/2 Formed concrete surfaces exposed to earth,water, sewage or weather, or in contact with ground- Circular tanks with ring tension. 2 All others. 2 Footings and Base Slabs- At formed surfaces and bottoms bearing on concrete work mat: 2 At unformed surfaces and bottoms in contact with earth. 3 Over top of piles: 2 Top of footings--same as slabs 5/2013 03300-21 of38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE 3 08 HANDLING,TRANSPORTING AND PLACING CONCRETE A. Conform to applicable requirements of this Section and Chapter 8 of ACI 301- 99.Specifications for Structural Concrete—IF,Chapter 8 Use no aluminum materials in conveying concrete. B. Rejected Work: Remove concrete found to be defective or non-conforming in materials or workmanship. Replace rejected concrete with concrete meeting requirements of Contract Documents, at no additional cost to the Owner. C. Unauthorized Placement: Place no concrete except in the presence of the Engineer Notify the Engineer in writing at least 24 hours before placement of concrete. D Placement in Wall Forms 1 Do not drop concrete through reinforcing steel. 2. Do not place concrete in any form so as to leave an accumulation of mortar on form surfaces above the concrete. 3 Pump concrete or use hoppers and, if necessary, vertical ducts of canvas, rubber or metal (other than aluminum) for placing concrete in forms so it reaches the place of final deposit without separation. Free fall of concrete shall not exceed 4 feet below the ends of pump hoses, ducts, chutes or buggies. Uniformly distribute concrete during depositing. 4 Do not displace concrete in forms more than 6 feet in horizontal direction from place where it was originally deposited. 5 Deposit in uniform horizontal layers not deeper than 2 feet;take care to avoid inclined layers or inclined construction joints except where required for sloping members. 6 Place each layer while the previous layer is still soft. 7 Provide sufficient illumination in form interior so concrete at places of deposit is visible from the deck or runway E. Conveyors and Chutes Design and arrange ends of chutes,hopper gates and other points of concrete discharge in the conveying,hoisting and placing system so concrete passing from them will not fall separated into whatever receptacle immediately receives it. Conveyors,if used,shall be of a type acceptable to the Engineer Do not use chutes longer than 50 feet. Slope chutes so concrete of specified consistency will readily flow If a conveyor is used,it shall be wiped clean by a device operated in such a manner that none of the mortar adhering to the belt will be wasted. All conveyors and chutes shall be covered. 5/2013 03300-22 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE F Placement of Slabs. In hot or windy weather, conducive to plastic shrinkage cracks, apply evaporation retardant to slab after screeding in accordance with manufacturer's instructions and recommendations. Do not use evaporation retardant to increase water content of the surface cement paste. Place concrete for sloping slabs uniformly from the bottom of the slab to the top, for the full width of the placement. As work progresses,vibrate and carefullywork concrete around slab reinforcement. Screed the slab surface in an up-slope direction. G When adverse weather conditions affect quality of concrete, postpone concrete placement. Do not mix concrete when the air temperature is at or below 40 degrees F and falling. Concrete may be mixed when temperature is 35 degrees F and rising. Take temperature readings in the shade, away from artificial heat. Protect concrete from temperatures below 32 degrees F until the concrete has cured for a minimum of 3 days at 70 degrees F or 5 days at 50 degrees F When concrete temperature is 85 degrees F or above, 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,below 90 degrees F 3.09 PUMPING OF CONCRETE A. If pumped concrete does not produce satisfactory results, in the judgment of the Engineer, discontinue pumping operations and proceed with the placing of concrete using conventional methods. B Pumping Equipment: Use a 2-cylinder pump designed to operate with only one cylinder if one is not functioning,or have a standby pump on site during pumping. C. The minimum hose (conduit) diameter Comply with ACT 304,2R-96.Placing Concrete by Pumping Methods. D Replace pumping equipment and hoses(conduits)that do not function properly E. Do not use aluminum conduits for conveying concrete. F Field Quality Control. Take samples for slump, air content and test cylinders at the placement(discharge)end of the line. 3.10 CONCRETE PLACEMENT SEQUENCE A. Place concrete in a sequence acceptable to the Engineer To minimize effects of shrinkage, place concrete in units bounded by construction joints shown. Place alternate units so each unit placed has cured at least 7 days for hydraulic structures,or 3 days for other structures,before contiguous unit or units are placed, except do not 5/2013 03300-23 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE place corner sections of vertical walls until the 2 adjacent wall panels have cured at least 14 days for hydraulic structures and 7 days for other structures. B Level the concrete surface whenever a run of concrete is stopped. To ensure straight and level joints on the exposed surface of walls, tack a wood strip at least 3/4-inch thick to the forms on these surfaces. Carry concrete about 1/2 inch above the underside of the strip About one hour after concrete is placed,remove the strip,level irregularities in the edge formed by the strip with a trowel and remove laitance. 3.11 TAMPING AND VIBRATING A. Thoroughly settle and compact concrete throughout the entire depth of the layer being consolidated, into a dense, homogeneous mass; fill corners and angles, thoroughly embed reinforcement,eliminate rock pockets and bring only a slight excess of water to the exposed surface of concrete during placement. Use ACI 309R-96 Guide for Consolidation of Concrete, Group 3, immersion-type high-speed power vibrators (8,000 to 12,000 rpm)in sufficient number and with sufficient(at least one)standby units. Use Group 2 vibrators only when accepted by the Engineer for specific locations. Do not transport concrete by vibrating. B Use care in placing concrete around waterstops. Carefully work concrete by rodding and vibrating to make sure air and rock pockets have been eliminated. Where flat-strip type waterstops are placed horizontally, work concrete under waterstops by hand, making sure air and rock pockets have been eliminated. Give concrete surrounding the waterstops additional vibration beyond that used for adjacent concrete placement to assure complete embedment of waterstops in concrete. C. Concrete in Walls Internally vibrate, ram, stir, or work with suitable appliances, tamping bars, shovels or forked tools until concrete completely fills forms or excavations and closes snugly against all surfaces. Do not place subsequent layers of concrete until previously placed layers have been so worked. Provide vibrators in sufficient numbers,with standby units as required,to accomplish the results specified within 15 minutes after concrete of specified consistency is placed in the forms. Keep vibrating heads from contact with form surfaces. Take care not to vibrate concrete excessively or to work it in any manner that causes segregation of its constituents 3.12 PLACING MASS CONCRETE A. Observe the following additional restrictions when placing mass concrete. 1 Use specified superplasticizer 2. Maximum temperature of concrete when deposited. 70 degrees F 3 Place in lifts approximately 18 inches thick. Extend vibrator heads into previously-placed layer 5/2013 03300-24 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 4 Refer to Section 03310-Structural Concrete for Mass Concreting. 3.13 CONCRETE FINISHING 3.14 FINISHING OF FORMED SURFACES A. Unfinished Surfaces Finish is not required on surfaces concealed from view in completed structure by earth, ceilings or similar cover,unless indicated otherwise on Plans. B. Rough Form Finish. 1 No form facing material is required on rough form finish surfaces. 2, Patch tie holes and defects. Chip off fins exceeding 1/4 inch in height. 3 Rough form finish maybe used on concrete surfaces which will be concealed from view by earth in completed structure,except concealed surfaces required to have smooth form finish, as shown on Plans. C. Smooth Form Finish. 1 Form facing shall produce smooth, hard,uniform texture on concrete. Use plywood linings or forms in as large sheets as practicable, and with smooth, even edges and close joints. 2 Patch tie holes and defects. Rub fins and joint marks with wooden blocks to leave smooth,unmarred finished surface. 3 Provide smooth form finish on the wet face of formed surfaces of water- holding structures, and of other formed surfaces not concealed from view by earth in completed structure,except where otherwise indicated on Plans. Walls that will be exposed after future construction,at locations indicated on Plans, shall have smooth form finish. Smooth form finish on exterior face of exterior walls shall extend below final top of ground elevation. Exterior face of all perimeter grade beams shall have smooth form finish for full depth of grade beam. D Rubbed Finish. 1 Use plywood linings or forms in as large sheets as practicable, and with smooth, even edges and close joints. 2. Remove forms as soon as practicable,repair defects,wet surfaces,and rub with — No. 16 carborundum stone or similar abrasive. Continue rubbing sufficiently to bring surface paste,remove form marks and fins,and produce smooth,dense 5/2013 03300-25 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE surface of uniform color and texture. Do not use cement paste other than that drawn from concrete itself. Spread paste uniformly over surface with brush. Allow paste to reset,then wash surface with clean water. 3 Use rubbed finish at locations indicated on Plans,except where rubbed finish is indicated for a wall which will be containing a liquid, use spray-applied coating. E. Spray-applied Coating: At Contractor's option,in lieu of rubbed finish,spray-applied coating may be applied after defects have been repaired and fins removed. Remove form oil, curing compound and other foreign matter that would prevent bonding of coating. Apply coating in uniform texture and color in accordance with coating manufacturer's instructions. F Related Unformed Surfaces Tops of piers,walls, bent caps, and similar unformed surfaces occurring adjacent to formed surfaces shall be struck smooth after concrete is placed. Float unformed surfaces to texture reasonably consistent with that of formed surfaces. Continue final treatment on formed surfaces uniformly across unformed surfaces. 3.15 HOT WEATHER FINISHING A. When hot weather conditions exist, as defined in the Section, 1 03A"Hot Weather", and as judged by the Engineer, apply evaporation retardant to the surfaces of slabs, topping and concrete fill placements immediately after each step in the finishing process has been completed. 3.16 FINISHING SLABS AND SIMILAR FLAT SURFACES TO CLASS A, B AND C TOLERANCES A. Apply Class A,B and C finishes at locations indicated on Plans Class B or better finish shall be applied if not shown otherwise by the Plans. B Shaping to Contour. Use strike-off templates or approved compacting-type screeds riding on screed strips or edge forms to bring concrete surface to proper contour See Section 03100-Concrete Formwork for edge forms and screeds. C. Consolidation and Leveling: Concrete to be consolidated shall be as stiff as practicable. Thoroughly consolidate concrete in slabs and use internal vibration in beams and girders of framed slabs and along bulkheads of slabs on grade. Consolidate and level slabs and floors with vibrating bridge screeds,roller pipe screeds or other approved means After consolidation and leveling, do not permit manipulation of surfaces prior to finishing operations D Tolerances for Finished Surfaces. Check tolerances by placing straightedge of specified length anywhere on slab Gap between slab and straightedge shall not exceed Ii. tolerance listed for specified class. 4 5/2013 03300-26 of 38 If kp CITY OFPEARLAND CAST-IN-PLACE CONCRETE Straightedge Tolerance CIass Length in Feet in Inches A 10 1/8 B 10 1/4 C 2 1/4 E. Raked Finish. After concrete has been placed,struck off,consolidated and leveled to Class C tolerance,roughen surface before final set.Roughen with stiffbrushes or rakes to depth of approximately 1/4 inch. Notify the Engineer prior to placing concrete requiring initial raked surface finish so that acceptable raked finish standard may be established for project. Protect raked,base-slab finish from contamination until tune of topping. Provide raked finish for following: 1 Surfaces to receive bonded concrete topping or fill. 2. Steep ramps, as noted on Plans. 3 Additional locations as noted on Plans. F Float Finish. 1 After concrete has been placed, struck off, consolidated and leveled, do not work further until ready for floating. Begin floating when water sheen has disappeared,or when mix has stiffened sufficiently to permit proper operation of power-driven float. Consolidate surface with power-driven floats. Use hand floating with wood or cork-faced floats in locations inaccessible to power- driven machine and on small,isolated slabs 2. After initial floating,re-check tolerance of surface with 10-foot straightedge applied at not less than two different angles. Cut down high spots and fill low spots to Class B tolerance. Immediately re-float slab to a uniform, smooth, granular texture. 3 Provide float finish at locations not otherwise specified and not otherwise indicated on Plans. G Trowel Finish. 1 Apply float finish as previously specified. After power floating, use power trowel to produce smooth surface which is relatively free of defects but which may still contain some trowel marks. Do additional troweling by hand after surface has hardened sufficiently Do final troweling when ringing sound is produced as trowel is moved over surface. Thoroughly consolidate surface by hand troweling operations. 2. Produce finished surface free of trowel marks, uniform in texture and appearance and conforming to Class A tolerance. On surfaces intended to 5/2013 ; 03300-27 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE support floor coverings,remove defects which might show through covering by grinding. 3 Provide trowel finish for floors which will receive floor covering and additional locations indicated on Plans. H. Broom or Belt Finish. 1 Apply float finish as previously specified. Immediately after completing floated finish, draw broom or burlap belt across surface to give coarse transverse scored texture. 2. Provide broom or belt finish at locations indicated on Plans. 3.17 FINISHING SLABS AND SIMILAR FLAT SURFACES TO "F-NUMBER SYSTEM" FINISH A. Shaping to Contour Use strike-off templates or approved compacting-type screeds riding on screed strips or edge forms to bring concrete surface to proper contour Edge forms and screeds. Conform to Section 03100-Concrete Formwork. B. Consolidation and Leveling: Concrete to be consolidated shall be as dry as practicable. Thoroughly consolidate concrete in slabs and use internal vibration in beams and girders of framed slabs and along bulkheads of slabs on grade. Consolidate and level slabs and floors with vibrating bridge screeds,roller pipe screeds or other approved means. After consolidation and leveling,do not manipulate surfaces prior to finishing operations C. Tolerances for Finished Surfaces. Independent testing laboratory will check floor flatness and levelness in accordance with this Section,3.23F"Field Quality Control" D Float Finish. 1 After concrete has been placed, struck off, consolidated and leveled, do not work further until ready for floating. Begin floating when water sheen has disappeared,or when mix has stiffened sufficiently to permit proper operation of power-driven float. Consolidate surface with power-driven floats. Use hand floating with wood or cork-faced floats in locations inaccessible to power- driven machine and on small,isolated slabs. 2. Check tolerance of surface after initial floating with a 10-foot straightedge applied at not less than two different angles. Cut down high spots and fill low spots. Immediately refloat slab to uniform, smooth, granular texture to FF20/FL17 tolerance,unless shown otherwise on Plans. 3 Provide"F-Number System"float finish at locations indicated on Plans. 5/2013 03300-28 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE E. Trowel Finish. 1 Apply float finish as previously specified. After power floating, use power trowel to produce smooth surface which is relatively free of defects but which may still contain some trowel marks. Do additional trowelings by hand after surface has hardened sufficiently Do final troweling when ringing sound is produced as trowel is moved over surface. Thoroughly consolidate surface by hand troweling operations. 2. Produce finished surface free of trowel marks, unifoun in texture and appearance and conforming to an FF25/FL20 tolerance for slabs on grade and FF25/FL17 for elevated slabs,unless shown otherwise on Plans. On surfaces intended to support floor coverings, remove defects, which might show through covering,by grinding. 3 Provide"F-Number System"trowel finish at locations indicated on Plans. 3.18 BONDED CONCRETE TOPPING AND FILL A. Surface Preparation. 1 Protect raked, base-slab finish from contamination until time of topping. Mechanically remove oil, grease, asphalt, paint, clay stains or other contaminants,leaving clean surface. 2. Prior to placement of topping or fill, thoroughly dampen roughened slab surface and leave free of standing water. Immediately before topping or fill is placed,scrub coat of bonding grout into surface. Do not allow grout to set or dry before topping or fill is placed. B Concrete Fill. 1 Where concrete fill intersects a wall surface at an angle steeper than 45 degrees from vertical, provide a 1 5-inch deep keyway in the wall at the point of intersection,size keyway so that no portion of the concrete fill is less than 1 5 inches thick. Form keyway in new walls, create by saw cutting the top and bottom lines and chipping in existing walls. 2. Apply wood float finish to surfaces of concrete fill. 3 Provide concrete fill at locations shown on Plans. C. Bonded Concrete Topping in Bottom of Clarifiers and Thickeners 1 Minimum thickness of concrete topping: 1 inch. Maximum thickness when swept in by clarifier and thickener equipment: 3 inches. 5/2013 03300-29 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 2. Compact topping and fill by rolling or tamping,bring to established grade,and float. Topping grout placed on sloping slabs shall proceeduniformly from the bottom of the slab to the top,for the full width of the placement. Coat surface with evaporation retardant as needed between finishing operations to prevent plastic shrinkage cracks. 3 Screed topping to true surface using installed equipment. Protect equipment from damage during sweeping-in process Perform sweeping-in process under supervision of equipment manufacturer's factory representative. After topping has been screeded, apply wood float finish. During finishing, do not apply water, dry cement or mixture of dry cement and sand to the surface. 4 As soon as topping or fill finishing is completed, coat surface with curing compound. After the topping is set and sufficiently hard in clarifiers and where required by the Engineer,fill the tank with sufficient water to cover the entire floor for 14 days. 5 Provide bonded concrete topping in bottom of all clarifiers and thickeners 3.19 EPDXY PENETRATING SEALER A. Surfaces to receive epoxy penetrating sealer Apply wood float finish. Clean surface and apply sealer in compliance with manufacturer's instructions B Rooms with concrete curbs or bases Continue application of floor coating on curb or base to its juncture with masonry wall. Rooms with solid concrete walls or wainscots. Apply minimum 2-inch-high coverage of floor coating on vertical surface. C. Mask walls, doors,frames and similar surface to prevent floor coating contact. D When coving floor coating up vertical concrete walls, curbs,bases or wainscots,use masking tape or other suitable material to keep a neat level edge at top of cove. E. Provide epoxy penetrating sealer at locations indicated on Plans. 3.20 EPDXY FLOOR TOPPING A. Surfaces to receive epoxy floor topping: Apply wood float finish unless recommended otherwise by epoxy floor topping manufacturer Clean surface and apply epoxy floor topping in compliance with manufacturer's recommendations and instructions Thickness of topping: 1/8 inch. B. Rooms with concrete curbs or bases Continue application of floor coating on curb or base to its juncture with masonry wall. Rooms with solid concrete walls or wainscots. apply 2-inch-high coverage of floor coating on vertical surface. 5/2013 03300-30 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE C. Mask walls, doors,frames and similar surfaces to prevent floor coating contact. D When coving floor coating up vertical concrete walls, curbs,bases or wainscots,use masking tape or other suitable material to keep a neat level edge at top of cove. E. Finished surface shall be free of trowel marks and dimples. F Provide epoxy floor topping at locations indicated on Plans. 3.21 SEALER/DUSTPROOFER A. Where sealer or sealer/dustproofer is indicated on Plans,just prior to completion of construction,apply coat of specified clear sealer/dustproafing compound to exposed interior concrete floors in accordance with manufacturer's instructions. 3.22 NONSLIP FINISH A. Apply float finish as specified. Apply two-thirds of required abrasive aggregate by method that ensures even coverage without segregation and re-float. Apply remainder of abrasive aggregate at right angles to first application,using heavier application of aggregate in areas not sufficiently covered by first application. Re-float after second application of aggregate and complete operations with troweled finish. Perform finishing operations in a manner that will allow the abrasive aggregate to be exposed and not covered with cement paste. B Provide nonslip finish at locations indicated on Plans. 3.23 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301- 99.Specifications for Structural Concrete-IP and under provisions of Sections 01440 —Inspection Services and Section 01450—Testing Laboratory Services. B Provide free access to Work and cooperate with appointed firm. C. Submit proposed mix design to inspection and testing firm for review prior to commencement of Work. D Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 50 on yds or less of concrete or as directed by the Engineer F One additional test cylinder will be taken during cold weather concreting,cured on job site under same conditions as concrete it represents. 5/2013 03300-31 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE G One slump test will be taken for each set of test cylinders taken. H. Provide the results of alkalinity tests of concrete used in sanitary structures. Provide one test for each structure. These tests shall be performed by an independent testing laboratory Perform the test on the concrete covering reinforcmg steel on the inside of the pipe or structure. Alkalmrty tests are to be in accordance with Encyclopedia of Industrial Chemical Analysis, Vol. 15, Page 230, Interscience Publishers Division, John Wiley and Sons. 3.24 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. B Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery C. Patch imperfections in accordance with ACT 301-99 Specifications for Structural Concrete-IP 3.25 DEFECTIVE CONCRETE A. Defective Concrete Concrete not conforming to required lines, details,dimensions, tolerances or specified requirements. B Repair or replacement of defective concrete will be determined by the Engineer C. Do not patch,fill,touch-up,repair,or replace exposed concrete except upon express direction of Engineer for each individual area. 3.26 CURING A. Comply with ACI 308 1-98.Standard Specifications for Curing Concrete. Cure by preventing loss of moisture, rapid temperature change and mechanical injury for a period of 7 curing days when Type II or IP cement has been used and for 3 curing days when Type DI cement has been used. Start curing as soon as free water has disappeared from the concrete surface after placing and finishing. A curing day is any calendar day in which the temperature is above 50 degrees F for at least 19 hours. Colder days may be counted if air temperature adjacent to concrete is maintained above 50 degrees F In continued cold weather,when artificial heat is not provided, removal of forms and shoring may be permitted at the end of calendar days equal to twice the required number of curing days. However,leave soffit forms and shores in place until concrete has reached the specified 28-day strength, unless directed otherwise by the Engineer B Cure forirned surfaces not requiring rub-finished surface by leaving forms in place for the full curing period. Keep wood forms wet during the curing period. Add water as 5/2013 03300-32 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE needed for other types of forms. Or, at Contractor's option, forms may be removed after 2 days and curing compound applied. C. Rubbed Finish. 1 At formed surfaces requiring rubbed finish, remove forms as soon as practicable without damaging the surface. 2. After mb-finish operations are complete,continue curing formed surfaces by using either approved curing/sealing compounds or moist cotton mats until normal curing period is complete. D Unformed Surfaces Cure by membrane curing compound method. 1 After concrete has received a final finish and surplus water sheen has disappeared, immediately seal surface with a uniform coating of approved curing compound, applied at the rate of coverage recommended by manufacturer or as directed by the Engineer Do not apply less than 1 gallon per 180 square feet of area. Provide satisfactory means to properly control and check rate of application of the compound. 2. Thoroughly agitate the compound during use and apply by means of approved mechanical power pressure sprayers equipped with atomizing nozzles. For application on small miscellaneous items,hand-powered spray equipment may be used. Prevent loss of compound between nozzle and concrete surface during spraying operations 3 Do not apply compound to a dry surface. If concrete surface has become dry, thoroughly moisten surface immediately prior to application. At locations where coating shows discontinuities,pinholes or other defects, or if rain falls on a newly coated surface before film has dried sufficiently to resist damage, apply an additional coat of compound at the specified rate of coverage. 3.27 CURING MASS CONCRETE A. Observe the following additional restrictions when curing mass concrete. 1 Minimum curing period. 2 weeks. 2. When ambient air temperature falls below 32 degrees F, protect surface of concrete against freezing. 3 Do not use steam or other curing methods that will add heat to concrete. 4 Keep forms and exposed concrete continuously wet for at least the first 48 hours after placing, and whenever surrounding air temperature is above 90 degrees F during final curing period. 5/2013 03300-33 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE 5 During 2-week curing period,provide necessary controls to prevent ambient air temperature immediately adjacent to concrete from falling more than 30 degrees F in 24 hours. 3.28 REMOVAL OF FORMS A. Time Limits. 1 When repair of surface defects or finishing is required before concrete is aged, forms on vertical surfaces may be removed as soon as concrete has hardened sufficiently to resist damage from removal operations. 2. Remove top forms on sloping surfaces of concrete as soon as concrete has attained sufficient stiffness to prevent sagging. Loosen wood forms for wall openings as soon as this can be accomplished without damage to concrete. Leave formwork for water-retaining structures in place for at least 2 days. Formwork for non-water-retaining columns,walls, sides of beams and other formwork components not supporting weight of concrete may be removed after 12 hours,provided concrete has hardened sufficiently to resist damage from removal operations,and provided removal of forms will not disturb members supporting weight of concrete. 3 Forms and shoring supporting weight of concrete or construction loads: Leave in place until concrete has reached minimum strength specified for removal of forms and shoring. Do not remove such forms in less than 4 days. B. Circular Paper or Spiral Tube Forms. Follow manufacturer's directions for form removal. Take necessary precautions to prevent damage to concrete surface. When removal is done before completion of curing time,replace form,tie in place,and seal to retard escape of moisture. C. Removal Strength. 1 Control Tests. Suitable strength-control tests will be required as evidence that concrete has attained specified strength for removal of formwork or shoring supporting weight of concrete in beams, slabs and other structural members. Furnish test cylinders and data to verify strength for early form removal. a. Field-cured Test Cylinders When field-cured test cylinders reach specified removal strength,formwork or shoring maybe removed from respective concrete placements. b. Laboratory-cured Test Cylinders. When concrete has been cured as specified for structural concrete for same time period required by laboratory-cured cylinders to reach specified strength, formwork or shoring may be removed from respective concrete placements. 5/2013 03300-34 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE Determine length of time that concrete has been cured by totaling the days or fractions of days,not necessarily consecutive,during which air temperature surrounding concrete is above 50 degrees F and concrete has been damp or thoroughly sealed against evaporation and loss of moisture. 2. Compressive Strengths: The minimum concrete compressive strength for removal of formwork supporting weight of concrete is 75 percent of specified minimum 28-day strength for class of concrete involved, 3.29 RESHORING A. When reshoring is permitted, plan operations in advance and obtain the Engineer's approval of such operations While reshoring is under way, keep live load off new construction. Do not permit concrete in any beam, slab, column or other structural member to be subjected to combined dead and construction loads in excess of loads permitted for developed concrete strength at time of reshoring. B. Place reshores as soon as practicable after form-stripping operations are complete but in no case later than end of day on which stripping occurs. Tighten reshores to carry required loads without over stressing construction. Leave reshores in place until tests representative of concrete being supported have reached specified strength at time of removal of formwork supporting weight of concrete. C. Floors supporting shores under newly-placed concrete: Leave original supporting shores in place, or re-shore. Locate reshores directly under shore position above. Extend reshoring over a sufficient number of stories to distribute weight of newly- placed concrete, forms and construction live loads in such manner that design superimposed loads of floors supporting shores are not exceeded. 3.30 FORM REUSE A. Do not reuse forms that are worn or damaged beyond repair Thoroughly clean and recoat forms before reuse. For wood and plywood forms to be used for exposed smooth finish,sand or otherwise dress concrete contact surface to original condition or provide form liner facing material. For metal forms, straighten,,remove dents and clean to return forms to original condition. 5/2013 03300-35 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE TABLE 03100A TOLERANCES FOR FORMED SURFACES CONCRETE IN BUILDINGS** • For any Variation For any Maximum 20-foot From Variation In 10-foot length or for Entire length any bay Dimension Lines and Surfaces of Columns, 1/4" --- 1" Plumb or Piers,Walls and Arrises Specified Exposed Corner Columns, Control --- 1/4" 1/2" Batter Joint Grooves, and Other Conspicuous Lines Slab Soffits, Ceilings,Beam Soffits, 1/4" 3/8" 3/4" Level of and Arrises (measured before Specified removal of shores),Grade Exposed Lintels, Sills, Parapets, --- 1/4II 1/211 Horizontal Grooves and Other Conspicuous Lines Drawing Position of Linear Building Lines, --- 1/2" 1" Dimensions Columns,Walls and Partitions Size and Location of Sleeves, Floor --- --- +1/4" Openings and Wall Openings Cross Section of Columns, Beams, --- --- +1/2",-1/4" Slabs,and Walls I Footings*in Plan --- --- +2",-1/2" Footing Misplacement or Eccentricity --- --- 2%of Width in Direction of Error(the lesser of) or 2" Footing Thickness Decrease --- --- 5% Footing Thickness Increase --- --- No Limit Step Rise in Flight of Stairs --- --- ±1/8" Step Tread in Flight of Stairs --- --- +1/4" Consecutive Step Rise --- --- +1/16" Consecutive Step Tread --- --- +1/8" *Footing tolerances apply to concrete dimensions only,not to positioning of vertical reinforcing steel, dowels, or embedded items **Includes water and wastewater process structures ' 5/2013 03300-36 of 38 CITY OF PEARLAND CAST-IN-PLACE CONCRETE TABLE 03100B TOLERANCE FOR FORMED SURFACES CONCRETE IN BRIDGES,WHARVES AND MARINE STRUCTURES Variation Variation In Maximum From Plumb of Specified Surfaces of columns,piers and walls 1/2"in 10' Batter Level or Top surfaces of slabs See Section 03345 Specified Grade Top surfaces of curbs and railings 3/16"in 10' Drawing Cross section of columns, caps,walls,beams, and +1/2",-1/4" Dimensions similar members Thickness of deck slabs 11/4", -1/8" Size and location of slab and wall openings 11/2" Footings in plan +2, -1/2" Footing misplacement or eccentricity in direction 2%of width or 2" of error(the lesser of) Footing thickness decrease 5% Footing thickness increase No limit Step rise in flight of stairs ±1/8" Step tread in flight of stairs ±1/4" Consecutive step rise 11/16" Consecutive step tread ±1/8" 5/2013 03300-37 of 38 CITY OFPEARLAND CAST-IN-PLACE CONCRETE 3.31 PROTECTION A. Protect concrete against damage until final acceptance by the Owner B Protect fresh concrete from damage due to rain, hail, sleet or snow Provide such protection while the concrete is still plastic and whenever such precipitation is imminent or occurring. C. Do not backfill around concrete structures or subject them to design loadings until all components of the structure needed to resist the loading are complete and have reached the specified 28-day compressive strength, except as authorized otherwise by the Engineer END OF SECTION 5/2013 03300—38 of 38 is CITY OF PEARLAND COMPUTER EQUIPMENT SECTION 13731 COMPUTER EQUIPMENT PART 1 -GENERAL 1 1 RELATED DOCUMENTS A. General provisions of the Contract, including General and Special Conditions and Division 01 Specification Sections,01200 Measurement and Payment Procedures,01350 Submittals,01500 Temporary Facilities and Controls and 01505 Mobilization apply to this Section. 1.2 SUMMARY A. Section Includes: 1 Portable"laptop"computer work-station. 2. One or more internet access workstations. 3 Computer operating system and application software. 1.3 DEFINITIONS A. CPU Central processing unit. B ProTrak software: a web-based project management and collaborative communications system providing multiple project users access to all project documentation. C. Credential. Password for the protected access to the ProTrak software providing data security for project documentation. D DSL. Digital Subscriber Line, Commercial subscription for access to the internet E. Wireless Hub: Wireless access to the DSL internet connection for use with wireless computer modems in lap top computers. F PC: Personal computer. Applies to the central station,workstations, file servers and portable lap tops. G. PDF Portable Document Format. The file format used by the Acrobat document-exchange- system software from Adobe. H. RAS Remote access services, I. RF Radio frequency J ROM. Read-only memory ROM data are maintained through losses of power K. TCP/IP. Transport control protocol/Internet protocol incorporated into Microsoft Windows. 12-2-2011 13730- 1 CITY OFPEARLAND COMPUTER EQUIPMENT L. UPS Uninterruptible power supply M. USB Universal serial bus. N WAN Wide area network. O WAV The digital audio format used in Microsoft Windows. P WMP Windows media player Q Windows. Operating system by Microsoft Corporation. R. Workstation. A PC with software that is configured for specific functions. 1 4 ACTION SUBMITTALS A. Product Data. Provide manufacturer's product description as a submittal for each type of product indicated. Include rated capacities, operating characteristics, and furnished specialties or accessories. Reference each product to the original specification. Warranty data and any required warranty use authorization should be provided and transferable to the City as end user 1.5 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: Provide all users' manuals, warranty information and any proof of purchase type information required for warranty and information regarding imbedded software licensing. In addition to items specified in Section 01782"Operation and Maintenance Data,"include the following: 1 Microsoft Windows software documentation. 2. PC installation and operating documentation, manuals, and software for the PC and all installed peripherals. Software shall include system restore, emergency boot diskettes/ cd's,and drivers for all installed hardware. Provide separately for each PC. 3 Hard copies of manufacturer's specification sheets, operating specifications, design guides,user's guides for software and hardware, and PDF files on CD-ROM of the hard- copy submittal. 4 System installation and setup guides with data forms to plan and record options and setup decisions. 1 6 QUALITY ASSURANCE A. Comply with NFPA 70,"National Electrical Code." B Provide "new" in the box materials and equipment complete with manufacturer's warranty as required. Provide all documentation as supplied by OEM. 1 7 DELIVERY,STORAGE,AND HANDLING A. Workstations,and Portable"laptop"computers. 12-2-2011 13730-2 CITY OF PEARLAND COMPUTER EQUIPMENT 1 Store in temperature- and humidity-controlled environment in original manufacturer's sealed containers. Maintain ambient temperature between 50 and 85 deg F,and not more than 80 percent relative humidity,non-condensing. 2. Open each container, verify contents against packing list; and file copy of packing list, complete with container identification. 3 Save original manufacturer's containers and pacldng materials and deliver as directed under provisions covering extra materials. 1.8 PROJECT CONDITIONS A. Environmental Conditions: System shall be capable of withstanding the following environmental conditions without mechanical or electrical damage or degradation of operating capability. 1 Indoor,Controlled Environment: System components,except installed in air-conditioned indoor environments shall be rated for continuous operation in ambient conditions of 36 to 78 deg F dry bulb and 20 to 90 percent relative humidity,non-condensing. 2, Outdoor Environment: System components installed in locations exposed to weather shall be rated for continuous operation in ambient conditions of 36 to plus 100 deg F dry bulb and 20 to 90 percent relative humidity,condensing. PART 2-PRODUCTS 2.1 MANUFACTURERS A, Manufacturers: Subject to compliance with requirements, provide products by the following Manufacturer to comply with existing City IT requirements and Software access. 1 Dell Computer.Latitude E6420 ATG(225-0702) B Basis-of-Design Product: Subject to compliance with requirements, provide Dell Latitude E6420(225-0702)or comparable product. 2.2 DESCRIPTION A. System Hardware and Software: Base Unit: Dell Latitude E6420 ATG(225-0702) Processor Intel Core i5-2540M,2.60GHz,3MB Cache,Dell Latitude E6X20(317-5995) Memory 4.0GB,DDR3-1333MHz SDRAM,2 DIMM,Dell Latitude(317-6239) Keyboard. Internal Backlit Dual Pointing English Keyboard,Dell Latitude E(331-1201) Keyboard. Tech Setup Guide,English,Dell Latitude E6420 ATG(331-1715) Keyboard. Documentation(English/French),Dell Latitude E-Family/Mobile Precision(331-2169) Video Card. Intel HD Graphics 3000,Dell Latitude E6420 ATG(318-0512) Hard Drive: 320GB Hard Drive 7200RPM,Dell Latitude E(342-0482) 12-2-2011 13730-3 CITY OF PEARLAND COMPUTER EQUIPMENT Hard Drive Controller NO Internal Fingerprint Reader and NO contactless smartcard reader,Dell Latitude E6420 ATG(331-2714) Floppy Disk Drive: 14.0 in HD(1366x768)Anti-Glare LED,Dell Latitude E6420 ATG(320-2141) Floppy Disk Drive: LCD Cover,No Touchscreen,Dell Latitude E6420 ATG(318-0510) Operating System. Genuine Windows 7 Professional,64-bit,No Media,Latitude,English(421-8067) Modem: No Modem,Dell Latitude (331-1221) TBU 90W 3-Pin,AC Adapter,Dell Latitude E(331-1719) TBU US-3 foot Flat Power Cord,Dell Latitude(330-4016) CD-ROM or DVD-ROM 8X DVD+/-RW Bezel,Dell Latitude E6320/E6420/E6520/ATG(318-0466) Drive: Software: Cyberlink Power DVD 9.5,No Media,Dell OptiPlex,Latitude and Precision Work- station(421-4370) Software: Roxio Creator Starter,No Media,Dell OptiPlex,Latitude and Precision Workstation (421-4539) Sound Card. No Camera,with single digital microphone,Dell Latitude E6420/ATG(318-0441) Processor Cable: Intel WiFi Link 6205(802.11a/g/n 2X2)1/2 MiniCard for VPRO Latitude E/Mobile Precision(430-3961) Documentation Disk- Intel vPro Technology Advanced Management Features,Dell Latitude E6X20(331- ette: 1227) Bundled Software: Adobe Acrobat X,includes Serial Key Card,FI,ENG/FRN(410-0560) Bundled Software: Microsoft Office Professional 2010,English,OptiPlex,Precision and Latitude(421- 3957) Feature 6-Cell(60WH)Primary Lithium Ion Battery for Latitude(312-1151) Feature Carrying Handle,Latitude E6420 ATG(331-1713) Service: Dell Limited Hardware Warranty Plus Service Extended Year(s)(934-9528) Service: Dell Limited Hardware Warranty Plus Service Initial Year(929-3587) ProSupport:Next Business Day Limited Onsite Service After Remote Diagnosis 4 Service: Year Extended(927-0034) ProSupport:Next Business Day Limited Onsite Service After Remote Diagnosis Ini- Service: tial Year(951-4140) Service: ProSupport 7x24 Technical Support,4 Year Extended(928-8134) Service: ProSupport 7x24 Technical Support,Initial(956-5210) Support: Accidental Damage Service,5 Year(927-0184) Support: Info,Complete Care(988-7689) 12-2-2011 13730 4 CITY OF PEARLAND COMPUTER EQUIPMENT Misc: Energy Star Enabled/E-PEAT/Gold,Latitude E6420/ATG(331-1931) Misc: Intel Core i5 vPro Processor(331-1641) Resource DVD with Drivers,Dell Latitude E6420/ATG(331-1222) Cyberlink Power 9.5.1 AND Roxio Creator Starter Media for DVD+/-RW,DelI Opti- Plex,Workstation and Latitude(421-5109) Media Kit,Win 7 Professional 64bit,MUI,Dell Opti.Plex,Precision and Latitude(421- 5682) Dell Back-up and Recovery Manager for Win7,MUI,Optiplex,Precision,Latitude (331-3300) CFI,Integration Fee,Order Ready,Pronc(365-0530) B Field Office Internet Access 1 CONTRACTOR shall provide and pay for DSL internet access in the temporary Field Office for use by OWNER'S REPRESENTATIVE,CONSTRUCTION MANAGER and INSPECTORS as well as for CONTRACTOR'S use. a. Service must support a minimum of two users simultaneously and be available at all times during working ours b. No separate pay item will be made for Internet Access. Include monthly cost in Temporary Facilities,if a separate pay item is established,or as an incidental cost PART 3 -EXECUTION Provide computer equipment and software submittal in initial"Critical" submittals as material submittal#1 Upon approval by OWNER and ENGINEER, a) deliver computer equipment to OWNER in original manufacturer's packaging. b) Establish wireless'internet connections in CONTRACTOR'S field office and coordinate operation of computer with internet access at this location and request c) Invoice Computer Equipment line item in first 50%of Mobilization. END SECTION 12-2-2011 13730-5 GENERAL CONSTRUCTION NOTES 24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHIPPING AND STORAGE OF ALL WATER MAIN NOTE: MATERIALS.IT SHALL BE THE CONTRACTOR'S RESPONSIBBJTY TO EXAMINE SUCH MATERIAL.AT 1. ITEMS PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVNIARLE 714E PONT OF DEANERY AND TO REJECT ALL DEFECTIVE MATERIAL ANY DEFECTIVE MATERIAL 1. WATER AWN CONSTRUCTION SHALL BE N ACCORDANCE WITH THE CRY OF PFARVND EDCM INFORMATION.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO INCORPORATED NTO THE WORK SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S1.APPROVED CONSTRUCTION PLAN COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY TEXAS ONE CALL AT LEAST 48 EXPENSE.THERE SHALL REMADE NO PAYMENT FOR STORED MATERIAL AND STANDARD DETAIL MUST BE ON SITE FOR REVIEW AT HOURS BEFORE PROCEEDING WITH ANY EXCAVATION. 25.SEE THE STORM WATER POLLUTION PREVENTION PLAN FOR ADDMONN.ENVIRONMENTAL NOTES 2• DROSS OTHERWISE NOTED,ALL WATER LN6 SHALL HAVE A MIWM AN OF 4'OF CORER FOR µD TIMES. UON. CONSTRUCTION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATERLINE WAD AND DETAILS. THE WATERLINE DIAMETER LESS THAN 12 INCH AND 5'FOR 12 NCH AND LARGE PIPES TO ARPURTE7LNCES,WASTEWATER STORM WATER LACES PAYING.SIDEWALKS AND TRAFFIC FINISHED GRADE. CONTROL DEVICES.DAMAGES SHALL BE REPAIRED IN ACCORDANCE MTH THE CITY OF 26.IRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTERED PEARUNU STANDARD AT NO ADDTONAL COST. PROFESSIONAL LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY, 3. ALL WATER UNES AFTER INSTALLATION,SHALL BE THOROUGHLY TISNFALIEM ACCORDING TO ANANA SPECIFICATION C-651 AND THEN FLUSHED BEFORE BENG PLACED INTO SERVICE. 3. CONTRACTOR SHALL ADEQUATELY PROTECT ELATING STRUCTURES,UIILRIES,TREES.SHRUBS 27.MOWING.MANTEANCE AND CLEAN-UP IS REQUIRED FOR THE PROJECT LIMITS AND DURATION. 4. NOTIFY THE CHIEF ENGINEERING INSPECTOR 24 HOURS THE SYSTEM IS PRESSURE AND PERMANENT OBJECTS WHICH ARE NOT SCHEDULED TO BE REMOVED AS A REGARDLESS OF THE CONTRACTORS SCOPE OF ACTIVITIES WITH THE PROJECT. TESTED AND HIEFDISINFENG NED.THE CITY WILL TAKE ALL SAMPLES BEFORE FOR BACTERIOLOGICALTIALS TESTING PART OF THIS PROJECT.PRIOR TO THE REMOVAL.OF ANY TREE A CLEAR AND GRUB PERMIT MUST BE OBTAINED FROM THE URBAN FORESTER 281.652.1933. AS REQUIRED BY TCEO. SiORMI AND DRAINAGE 5. AU.WATER LINES ARE TO BE HTOROSTADCALLY TESTED BY THE CONTRACTOR AT 125 PS.LOB 4. THE CONTRACTOR SHALL NOT DUMP ANY DIRT OR OTHER MATERIALS ONTO A PROPERTY 1.AIL DETENTION AND PERIMETER DRAINAGE SHALL BE COMPLETED PRIOR TO THE HOURS OR 150 PSJ.O4 HOURS IN ACCORDANCE MAIM THE STY OF PEARLAND DESIGN OUTSIDE OF THE BOUNDARY OF THE PERMITTED PROJECT AND WITHIN THE CITY OF PEARIANO CONSTRUCTION OF OTHER IMPROVEMENTS. STANDARDS. CONTRACTOR SHALL NOTIFY CHIEF ENGINEERING INSPECTOR AT(281)851-2314 CITY LIMITS WITHOUT A VALID DEVELOPMENT/GRADING PERMIT.IF SUCH DUMPING OCCURS AT LEAST 24 HOURS PRIOR TO THE HYDROSTATIC TESTS. WITHOUT A VALID PERMIT.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE 2.STORM SEWER AIRIER(MANHOLES.INLETS,STORM SEWER.BEDDING AND BACIIFILL ETC.) REMOVAL.OF ANY DISCARDED DIRT OR OTHER MATERIALS TO AN APPROVED LOCATION AT THE SHALL BE CON TRUCE IN ENGINEERINGACCORDANCE AN DESIGN THE CITY OF PEARLAND STANDARD DETAIL AND S. SEEAPPPROVED PRODUCT UST(CITY ENGINEERING WEBPAGE)FOR ALLOWABLE WATER LINE PIPE CONTRACTOR EXPENSE. 5. ON SITE MECHANICAL SWEEPERS(Rao BROOM)is REQUIRED FOR THE PROJECTS HAUTAIG 3.THE FINAL ELEVATION OF STORM SEWER WAHINE RIMS SHALL BE AT FLASHED GRADE PLAN 7. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT AIL UNDERGROUND TEES,BENDS AND DIRT TO AND FROM THE STE IN EXCESS OF 70 CUBIC YARDS PER DAY. RIM ELEVATIONS ARE APPROXIMATE AND ARE NOT INTENDED TO REPRESENT FINISHED GRADES LATERALS. THEY SHALL BE BUILT AS PER THE DETAILS PROVIDED TO PREVENT PIPE MOVEMENT. RESTRAINED JOINTS SHALL BE USED WHERE PREVENTING MOVEMENT OF 16-INCH 6. ALL PAVEMENT TO BE REMOVED,INCLUDING CONCRETE DRNEW'AVS AND SIDEWALKS THE 4EXLSTING STORM MANHOLES SHALL BE ADNSTEO TO INCWDE NEW CITY OF PEARLAND RING DIAMETER OR GREATER PIPE IS NECESSARY DUE TO THRUST OR WHERE SPECIFIED ON PLANS. PAVEMENT SHALL BE SAWCUT TO FULL DEPTH PRIOR TO REMOVAL AND COVERS B. ALL WATER VALVES SHALL OPEN COUNTER-CLOCKWISE ALL WATER VALVES SHALL BE 7. ALL WORK WITHIN CRY OF PEARLAND RIGHTS-OF-WAY OR PUBUC EASEMENTS SHALL BE SALL DETERMINED BY THEARLE SIDE O ES OTHER E SEEDED.REQUIRING SEEDING AS BE SUPPUED AND TH R61�EM SEAT IN ACCORDANCE WITH LATEST EDITION OF AWNA C-500 AND SHALL CONSTRUCTED IN ACCORDANCE WITH THE CITY OF PEARLAND SPECIFICATIONS.ACCEPTED STANDARDS AND APPROVED DETAILS.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING MID 9. ALL BELOW GRADE VALVES SMALL BE GASKETED,HUB-END GTE VALVES WITH A CAST IRON UNDERSTANDING ALL RELEVANT INFORMATION PRIOR TO CONSTRUCTION.CONTRACTOR SHALL SANITARY SEWER BOX,EXCEPTLWWHERE LLWC6ARE E GASICLLED OLD ON THE DASAT CONTACT THE CITY OF PEAR LAND CHIEF ENGINEERING INSPECTOR AT 281.851.2314 TO MEETS SCHEDULEE OR NOTIFY PRE-CONSTRUCTION OF A PRAC LIY DUA I PRE-ARM OF RUCOU 1 SANITARY SEWERS SHALL BE BULT ACCORDING TO THE CTY OF PEARLAND DESIGN STANDARDS 1D ALL WATER LIN6 SHALL BE BEDDED AND BACIOTLL D PER CITY OF PFARLAND STANDARD PELTING.THEFMEETING SHALL BE HELD A WARM OF 48 HOURS AS CURRENTLY AMENDED AND THE T.C.E.Q.RULES AND DESIGN CRITERIA. DETAILS,AS APPLICABLE BALTIFILL UNDER OR WITHIN 1-FOOT OF PROPOSED PAVEMENT PRIOR TO THE START OF CONSTRUCTION. SHALL BE SHALL STABILIZED SANDUP TO A MENT THE BOTTOM OF THE SUBCRADE.BE TEST B. ADEQUATE DRAINAGEDITCH SHALL MA D T R AT AU.TIMES DURING ICONSTRUCTION AND ONE 2 ALL SANITARY IN CS MUST BE STANDARD TYPE RLALAD(PRECAST)AND El/MOWED DEBA01 WITH COFFIN REPORTS SHALL BE SIDE LACED PRIOR TOP UNIT OF WATER U THE COST OF BEDDING MANAGE IN DITCH MORO RSTRUCTURESBETTER.DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ST BRICK MA SAND IN ACCORDANCEOWITH CITY OF A Y AND STANDARD DETAIL SHEET 3 OF 3. AND BALNi1LL IS TO DE NCI.WED IN THE UNIT PRICE OF WATER LINE TO COSTING CONDITION OR S EEL IN NOT ALLOWED. ALL SANITARY MANHOLES SHALL INCLUDE STAINLESS STEEL INFLOW PROTECTORS. 1I.CONTRACTOR SHALL PROVIDENGSF'DRAYINONM OF B INCHES CLEARANCEERLINECROSSINGS.AT THE STORM ALIIF.H 9. OFNTEXAS SHALL COMPLY WITH TION. EDITION 5.OSHA PES LAB RNS ALE CIAO AATD WANERSHEA CR E COCA AND ME 54fER Y EWTH ANT WE SEWERE HNEVRTHE OF TEXAS LAWS CONCERNING EXCAVATION.ALL WORKS SERVICES.AND LIBOR SHALL 3. AU_SANITARYE SLS.A PINES SHALL BE BEDDED AND PAY. TH E PERNGINEER ERA OF PEARLAND WATERLINE SHALL BE LOCATED AT A NIGHER LEVEL THAN THE SEWER WHENEVER POSSIBLE. CONFORM TO THE RULES AND REGULATIONS OF THE CRY OF PEARLAND. STANDARDL SHINS,AS APPLICABLE. NO SEPARATE PAT. THE ENCOUNT AND CITY OF PEARLAND SHALL BE NOTIFIEDIMMEDIATELY IF WET SANDSOR TUR PAVEMENT SHALL RE CE 12 NE K PING THE PI EUCT BE TNDENE DURING WACOR RING OPE PIPE N.S TO EXC NS 1D.ME LONG TER FALL NOTIFY THE LD SH LLBE TH R GOVERNINT AOF C NTE UNDER OR YA D 1-TOOT OF WEXISTING,H PROPOSED TH FUTUNG PAVEMENT BE CEMENTTSINCLUDE ANIMAS THE PIPE CLEAN AND EFFCONTAMI CONTCOVEAMINATION O OPEN PIPE P TO EXCLUDE TO SEE T DATE OF CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SAL BE SAND TO 11 BELOW THE BOTTOM OFAV THE PAVING SUEOAAOE TEST REPORTS INSECTS, NI/CON T OR OTHER SOURCES OF GREARMATION FROM UNFINISHED PIPE LANES AT LO SEE THAT NO WORK V DING WITHOUT THE PROPER INSPECTORS AND PERMITS BY THE SHALL BE SUBMITTED PRIOR TO PLACEMENT OF PAVEMENT. TIME WHEN CONSTRUCTION IS NOT IN PROGRESS. LOCAL AUTHORITY OR GOVERNING AGENCY. 4. NO POS SEWS SHALL BEHAVE MADE TO OR UGHLY SANITARYLD. SEWER UNES UNTIL ALL 13.NO CONNECTIONS SHALL BE MADE TOA THE E TESTED A WATER USER BY ALL PROPOSED AD WATER 11.THE CONTRACTOR MER SHALL VERIFY THEELDIMENSIONS SHOWN I ON THE STRU CONSTRUCTION N PLANS PROPOSED. TH SEWER USES HAVE BEEN THOROUGHLY CLEANED.TESTEDT AND APPROVED BY THE LINES HAVE REIN PEARLAND. CONTY CLOR NOD ANT EPE OVEDGINS BATHE CI YETI AND ME WISH EANC 4FASUREO IN THE T TO PRIOR TO CON OF THE COGINEER IMF ANY E CONT TTO ECONNEC NGD OHA Y E SHALL SEER UNE AT LEAST 48 HOURS PRIOR TO CRY OF INCTIE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY S. DISCREPANCY SMALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER WI,fmIATELY. THE CONTRACTOR CONNECTING TO ANY EXISTING SEWER LINES PEARLAND AT LEST 48 HOURS PRIOR TO CONNECING TO ANY EX6EIING WATER LANES 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS UNLESS NOTIFIED TO 5. THE CONTRACTOR SHALL CONTACT THE CITY OF PEARLAND CHIEF ENGINEERING INSPECTOR AT 14.THE CENTER OF FIRE HYDRANTS ARE TO BE LOCATED 3'-0'BEHIND THE RACK OF CURB AND OTHERWISE. �T�LINES. LEAST 24 HOURS PRIOR TO PRESSURE AND DEFLECTION TESTS ON ALL INCHESAS SHOWN PLANS.OVE 1H�S E.AND NOZZLED FACESHALLTHE SERA YESTTI PAVEMENT UNLESS OTHE WISE I3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL SHOWN. ALL FIRE HYDRANTS SHALL BE PANTED N ACCORDANCE WITH THE CITY OF MATERIALS AND EQUIPMENT STORED ON THE JOB SITE.THE CONTRACTOR SHALL BE B. ALL SANITARY SLRFJ]SHALL BE TESTED PER TEED GUIDELINES. PEARLAND WATERLINE STANDARDS DETAIL SHEET 2 OF 2. RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAE AND COOD WORKMANLIKE MANNER TO PREVENT INJURES,DURING AND INTER WORKING HOURS,UNTIL PROJECT COMPLETION. 7. DEFLECTION TESTS SHALL BE PERFORMED ON AIL FLEXIBLE AND SEMI-RIGID PIPE,EXCEPT 15.ME CONTRACTOR SHALL SALVAGE AND RETURN ALL FIRE HYDRANTS REMOVED DURING SERVICE LEADS. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN CONSTRUCTOR TO THE CITY OF PEARLAND PUBUC WORKS DEPARTMENT.THIS WORK IS 14.AT THE END OF ALL CONSTRUCTION PROJECTS.THE CONTRACTOR SHALL RESTORE THE PLACE AT LEAST FOR 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. THE TEST IS INCIDENTAL TO SITE PREPARATION. EXISTING FACILITIES.IE THE PROPERTY.EQUAL TO OR GREATER THAN EXISTING CITE TO BE RUN USING A MANDREL HAVING AN OUTSIDE DIAMETER EQUAL TO 95%OF THE AVERAGE CONDITIONS PRIOR TO CONSTRUCTION.ALL AREAS DISTURBED ALONG THE SITE SHALL BY INSIDE DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE A MINIMUM OF 9 RUNNERS.WIN 16.WATERLINES TO FIE ABANDONED IN PLACE SHALL BE PERFORMED W ACCORDANCE WITH THE HYDROMULCHED SEEDED N ACCORDANCE WITH SPECIFICATION UNLESS OTHERWISE NOTED. THE CONTACT LENGTH OF EACH RUNNER EQUAL TO OR GREATER THAN THE PIPE'S NOMINAL CONSTRICTION PLAN.THIS WORK SHALL BE INCIDENTAL TO SITE PREPARATION. DIAMETER. THE TEST SILL BE PERFORMED WITHOUT MECHANICAL PULING DEVICES 15.MINIMIZE AND CONTROL SPREADING OF DUST AND FLYING PARTICLES.AS REQUIRED BY 17.ALL WATERLINE CROSSING EXISTING ROADS IN PEARLAND WILL BE CASED PER WATERUNE GOVERNING REGULATIONS.USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS 8. ALL SANITARY SEWER MANHOLE RIMS SHALL BE SET 3-INCHES ABOVE FINISHED GRADE WITHIN STANDARD DETAIL SHEET 2 OF 2 UNLESS GIVEN EOMHPOON BY THE CITY ENGINEER. SUCH AS WATERING TO PREVENT THE SPREAD OF DUST,DIRT,AND DEBRIS. STREET P.O.W.,OR WITHIN EASEMENTS CLEAN FILL SHALL BE ADDED AND SLOPED AWAY RIM FORA 15.ALL WORTS SHALLHIM BE CONDUCTED W THE RIGID-OF-WAY AND/OR EASEMENTS SHOWN AREM NOT THE NTENDED TOINFACE REP RESENT FINISHED GRADES.WATER DRAWEE.PLANRI OA COSTS FORELEVATIO�ALL.AREUS�UENTS. AND TRAFFIC CONTROL. UNLESS OTHERWISE APPROVED BY THE OWNER OR ENGINEER INCLUDING PRECAST CONE SECTIONS,AND PRECAST ADJUSTMENT RINGS,ARE TO BE INCLUDED PaFwSe Rv.o ME AVPUuazeoPsvECsuRox IN THE UNIT PRICE FOR SANITARY SEWER MANHOLES BRIERS ARE NOT ALLOWED.ALL 1. CONTRACTOR SNAIL PROVIDE AND INSTALL.TRAFFIC CONTROL DEVICES N eA=1 FOR PETALEDJCABLEwTpra 17.NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON-WORKING HOURS.ALL UNATTENDED EXISTING/PROPOSED MANHOLE RUMS WITHIN THE SIDEWALK SHOULD BE FLUSH WITH GRADE. CONFORMANCE WITH PART VI OF TEXAS ANNUAL ON UNIFORM TRAFFIC CONTROL INS DEW.SKEET HAS AIRAFREPARRB FOR USE ON EXCAVATION OVER 2 FEET N DEPTH SHALL BE PROTECTED RE BRIGHT ORANGE SAFETY DEVICES(TMUTCO-LATEST EDITION WITH REVISIONS)DURING CONSTRUCTION. STAMM.Ott.PEAR,.PROMO. FENCING DURING NORMAL WORKING HOURS AND COVERED SECURELY IF LEFT OPEN AFTER 9. SEALED MANHOLES ARE REQUIRED FOR MANHOLES CONSTRUCTED IN 100-YEAR FLOOD PLAIN. ER.0NCORPORAPS1EIRIVO HAT. HOURS. SKEReEWMESRESPNa1BE FITS USE NINE ENO 10.SANITARY SEWER ONES PARALLEL TO WATER UNES SHALL BE INSTALLED WITH AT LEAST 2. OFF LANES PONCE BLOCKED.CERTIFIED FLAMERS ARE REQUIRED TO DIRECT TRAFFIC MDR.NACCORGAN1EWM RUE TAR.LRILWIn 18.THE CONTRACTOR IS NOT AUTHORIZED TO OPERATE WATER/SANITARY INFRASTRUCTURE B-FOOT HORIZONTAL AND 2-FOOT VERTICAL CLEARANCE AND IN SEPARATE TRENCHES.THE WHEN ARE BLOCKED. cYBIEIFXA9 SATE BOAROOPREc¢mAnOU FOR UTILITIES.OWNED OR OPERATED BY THE CITY OF PEARLAND.CONTRACTOR SHALL CONTACT SEWER SHALL BE LOCATED BELOW THE WATERLINE 3. CONTRACTOR SHALT.COVER EXCAVATORS WITH STEEL PLATES ANCHORED PROPERLY n OIESSrowIIROFIIERxPEARLAND. THE CITY OF PEARIAN°PUBUC WORKS DEPARTMENT TO REQUEST CITY OF PEARUND PUBUC DURING NON-WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. QUITED N TORE AROREMOYEANY KS WOR AUTHORIZED PERSONNEL TO PERFORM ALL UTILITY OPERATIONS. 1I.SANITARY SEWER LANE CROSSING WATER UNES MUST HAVE A FULL LENGTH JOINT OrOrNOT NOT�GA RESE TO THE SPECIFCPROMECT. 19.114E CONTRACTOR SILL.NOT OBTAIN WATER FROM THE CITY OF PEARLAND FIRE EffORARiS NOMN WIN AL)CENTERED AT THE CROSSING W A MINDEN SEPARATION DISTANCE OF 6 INCHES 4. APPROVED COPIES OF'TRAFFIC CONTROL PLANS'SHALL.BE AVAILABLE ONSITE FOR OR OTHER SOURCES FROM THE DISTRIBUTION SYSTEM WITHOUT PRIOR PERMISSTOR MAN 12 ACCESS TO HOLES WILL BE BY PORTABLE LADDER,AS STEPS ARE P RORBRED. INSPECTION AT ALL TINES CONTRACTOR MAY OBTAIN WATER FROM THE CITY OF PEAMAND PUBLIC WOES SERVICE CENTER AT THE LOCATION DESIGNATED BY THE OWNER 13.ALL SANITARY SEWER CROSSING EXISTING ROADS IN PEARLAND SHALL BE CASED PER SANITARY 5. IF CONTRACTOR CHOOSES TO USE DIFFERENT C METHODS OF TRAFFIC CONTROL DURING �� SEWER DETAIL SHEET 2 OF 3 UNLESS EXEMPT BY THE CITY ENGINEER THE CONSTRUCTION THAN THOSE MITRED AND THE CONTRACT PLANS TO (S)HE 1',A•I;, 20.CONTRACTOR SHALL MAINTAIN AA'ENS TO RESIDENTIAL AND COMMERCIAL PROPERTIES SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS TO TRAFFIC ADJACENT TO THE ROM AREA AT ALL TIMES. SECTION OF THE CITY OF PEARLAND FOR APPROVAL TEN(10)WORKING DAYS PRIOR TO NPLEME TATION.THOSE PLANS SHAM.BE DRAWN TO SCALE AND SIGNED AND 21.THE CONTRACTOR SHALT.OBTAIN APPROVAL ON INGRESS/EGRESS ROUTES,HAULING ROUTES. SEALED THE CONDUCT DRAWINGS. SE IN THE STATE OF TEXAS.PLANS WILL BECOME A City of Pearland, Texas ETC.FROM THE CITY AND BRAZORN COUNTY. 22 THE WORK AREA SHALL BE BARRICADED AND ILLUMINATED DURING DARINESS AND PERIOD B. THE TRAFFIC CONTROL MEASURES PROVIDED ON THE TRAFFIC CONTROL PLANS STANDARD DETAILS OF INACTIVITY,WHEN IN AN AREA DIRECT PUBUC ACCESS,AND AS DIRECTED BY THE CLAY, REPRESENT MINIMUM REQUIREMENTS.THE CONTRACTOR SHALL MODIFY THE TRAFFIC CONTROL PUNS AS DESCRIBED IN THE NOTES ABOVE AND/OR SHALL PROVIDE GENERAL NOTES 23.THE LOADING AND UNLOADING OF ALL PIPELVE.VA FIRE HYDRANTS,MANHOLES AND OTHER ADDITIONAL MEASURES AS REOUWED HY THE FIELD CONDITIONS OR AS DIRECTED BY ACCESSORIES SHALL BE IN ACCORDANCE WEE THE MANUFACTURER'S RECOMMENDED THE ENGINEER ALL WORK ASSOCIATED WITH TRAFFIC CONTROL SHALL BE INSDFMRL PRACTICES MO SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO TO ITEM 01555-TRAFFIC CONTROL AND REGULATION/FLAGGERS. SHER THE MATERIAL THE CONTRACTOR SILL LOGO AND PROVIDE THE NECESSARY STORAGE RIARAPRL 2019 N„..%RRIENE AREAS FOR THE MATERIALS AND EQUIPMENT. 7. 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SCdFa m well fir B.C. of N¢ ma or ww. 3 g 'j W r I"'c yRwiux m w5nnr1r OM uow L g J11 ASPIUI.T F1BEf®6Vm I_ ,.1171M17 R@!E CONC. CR ..t -HST.JOINT PAVER! L �-{� 1.4 m¢ ICU. �- - tlm AT RaW.I a NAL y� U Ia .r. TRANSITION CURB S KIN m sr p n ��!��: "W."HAM U"C WCAM" EVANSOM Y. f1CP®mS.T MEMO Om MSS A'HI64ATEO LINE SLIMY P.•Y NL .a.PTL SGBWCIE STO O9DE ummomx T �� sv az GaSmACRe TO B•vs STAVOARO ANa wC YL16 I yy¢" rwt moo I�p( "RY' PROCMR DOOM a SR Romer g 4m"�ORLs OPRYIIY IMMURE CONIFNI UM.MST=RFBAR "1 >4� ki.r o•O MD CPA= ORRIS. wsau EPOir I ,r °T°YST=STABLE sl®aaE la Mom aas SIDaI Ire 1 r=Mea 1, m RR AMMO m s O Mm O B6�TICf+ r ,140QNEI EDGfBY fi mows MOO 0.SOW Ice am,.maA PaR4PP 1.NILL NOES IN STATE R.O.W.REMISE TOOT TRAATC CONTROL MAN PICA TO 1.All ORNERATS IN STAKE MM.SCORE b OOT 1MAH1C comm.MAN PASS TO �5 NEW CONCRETE DRIVEWAY BLOCK OUT a.SIIMCOUT ATAT of CONSTRUCTOR. SAW OJT E EDGE OF N. 1 TO METING CONCRETE STREET 3.SPECIAL END THE D ER'S ARE SCENES ON Cl.C1ILVERIS M 1NONE06ARTS. L SAW OJT AT EDGE OF ASPSVLL A SPEON.9 SANG TO BE PIPE CAMM Puss U AND IO AEWE TOP BELL ON PIPE A SPEDYL Am IM4TNEM5 ARE AMMO ON ALL pLVEAR M TImREb6A(6S I• KIP.w III / � Ta O 1 ASPHALT I>ANEWAY TO ASPHALT STREET • 3 T CONCRETE DRIVEWAY 70 ASPHALT STREET it • OPEN CC CH \ 1 OM ASPHALT MOH ( i �0i M9AAEs. WOO III I I N Mrs•fYMI malm.o.Flue BO v cum m - _ --jr�— _ I.ME O E."A� oaAa f9Na[ MOOT UK a Y Or Sm AT WO �'"'I or DO. Poem 31.1.DR MOO rogna or/ It I.L m.9'I. ■fin. �n I� -- 1G n�Plra a Ir m,ras PN >r NM MO MANHOLE BLOCK-OUT . iglu as/" • . Wekor0 -1 1.'�BLIr ONW 12•• I ROADWAY BLOCK-OUT DETAIL 6. ylr i' • ..t ••. TMDEIALSIOET MS Beal POMO FOR I�ON Cowl 00 atA[ I 6 .. "�. •.•.O-.F• MORRO OTT OF KOVNO POULOS. L[�C ISONFERNHORMORPURAOSTIEDETROMITMS Y\ !'Y"� a� /i ��x.fN � `+��'-''":•:L�• pN�TBECOMSRESPONSVILOOR ITS ORR POO m I ` / 1.1ID CT w ACWNOWCEWLMRI[E 1T.m IIANORI m,,,,,y1---_�• I I I • 6 • TYPICAL BLOCK-OUT EDGE vumaLL UMKMan NEM of PESSIOwssFAreeaum oPRBcmwlrourat FFELONALENOwEERt e m YM nRB la a - CPT Cw9.•i ro 90[MWt MOE PM raj ------ ICaWen..mNw MO 4al." 6 Vuf LOL fII ST-0W l WORM a. M. I�.IS Ina aOL � Rink a POI Rm6. `1.0 B.s Ii N SIDE ,m,¢ DRIVEWAY BLOCK-OUT DETAIL City of Pearland, Texas f.BANTAM SU IDI IBML AT A CC OF •6 SEE THIN lr IOTIUT 1.�sTREtTs ORM A9 Cult 6 NEC PWITTED ON TEATS STATE nuxurS. TOC.TABSRATION OF GSTIIREED AIMA IS BOOM OUT TO ORROMT EDGE SIDEWALK BLOCKOUT z ALL CUTOUTS BUST NAVE WAR=I STNIED 130E DANErEB ARE POIRED. MOUND=MECUM STANDARD DETAILS SAL MOMS w STATE M.M.REMmQ TOOT PEW(14,9'RAMC CONTROL P.SOX CORP/COON MIST PI WORMED PINT PROSM PLT TO BECOMING CONSTROCN, ACV BACK Of CUSS TO PPEAIY IA2. A DESIRABLE DOOM'SLOPE liar VW REAM aZ O M OM 4 PARK STRIP DETAIL. O MANHOLE SLocK-our DETAIL DRIVEWAY DETAILS OCONCRETE DRIVEWAY TO CONCRETE 1 .... I SHEET 1 CURB ADD GUTTER STREET AN ao=o i:.3N0AEmLE 1 ow TARS 1COP-IMA.S 1OF I NOTE 1.PAVINO EXPANSION JOINTS SHALL BE SPACED A MAXIMUM 59'-9• VARIES er-o. TYM _KILT SECTOR CONSTRICT=Jowl COIsiPUCOw MST 2.CONCRETE USED FOR PAVEMENT 20'-0•(SO'P.O.W.) M.1-0- MOM V I I t. •pIM -( MED Apr CaeTNCTICN SLLL OEIm CONSTRUCTmN SUJ. SEMI.BE A MINIMUM OF 5-1/2 I C �.. SACK MOO PSI COMPRESSIVE rP..T.A uNMs 0.2Y• t /1 n ?` / STRENGTH AT 28 DAYS. 4 FIELD EYED casTRMCION P.-T.0 nXus O t f;TYt t� 17 TEST f.1'LP'OERS SHALL BE TAK EN JORi(sEE DLrNU I i AID 14 b(L�� I I t FROM EVERY 150 CUBIC YARDS �y. T- J L— —� 100 CUBIC TAROS FOR Fax THAN `E I �L -1'-D•aYPJ (- IJ DESIGN PLACED EACH DAY. •E ACCORDING TO ASTM C172-04 —— ——————— —_ n _ 1e UQ.BUS o le'c/o. le RT.was a I9•c/a. Y-0 Oo..1-1 STANDARD FRESHLSTANDARD Y FOR MIXED I.DM HUS 0 la.C/C ET. C,,,„,. TON Adf` coNCRIDE SOEOALX LA1FJ01.y LAPS LONATODRLL,x5•LAPS Y,LED SELL .2-0•(TTPJ (SEE DE MOH oRnEtaY OED E) CONCRETE ACCORDING TO EDCM CAS A•MIMED LIVE SLIME CHAPTER 10. mRN CLASS V.NFD NINEMDE SLIMS SMELT=SOBG 1O01ORO.Y CLASS../..MIKJUDE TINE YPACMD To ass s A ARD PROCTOR 3.CLASS•A•HYDRATED LIME SLURRY SLUM SD001Zm S TO SSX NEPORLMY OIENSEY 0 S3S OPTIMII uOKIURE GoloM m TO F!S MIMED PROCTOR CL SHALL BE APPLIED FUR SOIL DOME 95X SAILED PROCTOR COMER, OFNSTY 0 23X OMEN MASHIE SHALL DaN. CONTENT O TEN o MC OFROTW YOSNNE comIENf CLN FNi IpiO 4.REINFORCING STEEL SHALL i ww10 MALL 0050 w O LEVARD CONCRETE PAVEMENT I.TM SECO..P 06 w COMPLY WITH OR E%CEEO AST.11. Mr COMM. SPECIFICATIONS 615. GRADE BO. B.1010 COVETED FUR SLUR T z W 9E O FOR SUP FOR NO.4 BARS AND LARGER. O 28'-0'WIDE CONCRETE PAVEMENT MAY 0E METED FOR CUP M.SEMEN FOR RAM4000 XOPOMwF AE-1z0' 0.T. FURY MLLIFM. mw PAVEMFNi. MN.SLTEN FOR SEGONWTa MORO CTE E-MC/FLOM ' TE9001T L STRUTS A MEMO R-1.R-2.A R-3 EWES S MIN.SE ME. 5.DEFORMED METAL STRIP WILL NOT BE REQUIRED FOR SLIP FORM PAVEMENT CONSTRUCTOR. 6.SEE PAVING DETAIL SHEET 2 FOR CONSTRUCTION JOINT AND CONTROL JOINT/SAWCUT DETAILS. 7.EXTENSTON/WIDEWINC OF DUSTING 3a'-0•(m'R1MJ COIvrOCTl161LTMN PEE- I 1TRLLL 1011 SECIE'I.1 I ROADWAY MUST MATCH EXISTING N-0•(W PR') PAVEMENT DEPTH. SUB-GRADE .ETC. I e'-0• xc-0- e•-o. AND REINFORCEMENT. MID CDXsmurnw - G OR0.10/.7 ROAMER MUM. b• F-OOC100D MErAE JONF(CFE OQ.W M Q®MK \ rP..(L MwUS 0.]! R SEED CONS.MMEN \\T P..CL BIM A 0 T/E MA PA 1. --- --Ma CM. 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O 6 24-0'WIDE ASPHALT PAVEMENT PAVING M.DE M.P. SNEQ 0^1.JAN 2020 '•'E. •I LAPS I N.F 0141 CYP-PANT OF 2 NOTE 1. WHILE TIEING INTO COSTING PAVEMENT,MATCH EXISTING REBAR SIZE AND SPACING OND PAVEMENT THICKNESS A BAR ounT 6' 4 S01.01 12' t0 uTa1AL ) 2. SAWING FORC CONTROL D JOINTSWITHIN I SHALL BE COMPLETED WITxII THE Si1EFL Rp160RCEYIXr C- PAVEEIFM LT - FPOURING IRST 6 TD 1B HOURS AFAFTER.� B THE CONCRETE ie SF£PAVO/ENf SECTAN , � D, I/a• MN. 3. EXTENSION/WIDENING OF EXISTING %ME rimmilmSIFFT].RFTNFORCflITM ROADWAY DUST MACH EXISTING --T SEE PAVE11ENi SECTION PAVEMENT DEPTH,SURGRADE,AND ROADWAY EMENT REOH EXIDNS 1-1/2' 0-- STEEL REBb00IIVIIENT NOT POSSED JOINT PLRER ASWORM PHALTSFE PAVNEM SECSECIIDN SEE PAVD@R SECIAN 20'SPIN. EElAMES 1ADIAED 4.MIS 0 DETAIL-CONCRETE CURB O DETAIL-CONSTRUCTION JOIN- O DOWEL-0N MOUNTAPI F CURB 2 2 scar 1.�as. 2 scue I.-at ta• C - F ESDOT OR I CONCRETE PAWNOR PAVfHFNT sionIION PAVDJD1f SFAL,AIM A$SPECTRES NAA1 E#A O REINA ROD 0NR00011 0.0.K SURFACE f]YIYYED IN FUZE PAYMENT D]NCIRIE 0f61016 PAWNOR t', :•• . PAYMENT J/iC BOLT IE'I S. STEEL L =Ta; PIN FASTENER-P AsI O.a El i,//J//: MilimiNIM � sEE PA EM ON MTP 1�1I //i/� O MONOLITHIC MOUN-AP1F CURB SEE TAR1E 1p 2 JiGNe 1•-a1' ill po, NAZI fT6TIHE REM SITE J/4'REDWOOD ESA1SON JOOTT 1AANON ROM.SIZE PRANG DUAL SN0.T 1 L• 0• 11W. 1/P lie TM /ro mart SEALANT DETAIL-PAVEMENT HEADER Sffe 2 sever-as• h DO1aT.010+1/16 211.1 i f1 NAVIN-JOINT PIATF NJS 59111.11.1111 S. I S. PAVEMENT DOWEL SEEES AND SPACING Ws. Y4r, THICKNESS IRO CA NO LENE20 OD SPAT TM sCAE R•-as' .-S In 20 12,: 01 STAMINAA.OTTYEO NOA .'OEECTS TOP useW 0 2/4 20 12 NOTE: µ0�BE00NE00RFJP0NSISIE 0P11010ME 001N¢TIOS EM PRODUCTINACCORDANCET-N 1 A 12 1' STEEL TO ADDS AS111 SOANDIRD OFTNEIPXT 0G1E00M0�BE06102700FOR([I _ SPECIFILVAN FOR CONOREIE MDT WIT B-10 '1-//4 20 12 TD BE Mr c-a, MO 10'UM,201 W. • PROFESSIONAL ENGINEERS. 2.1TEC 20'SPAWIC n TYPE 1 4®DONE.EXPumot/A4DNm. :..:,'-.a • O2 DETAIL DOWEL 1 T f=D(PAN9SON JOINT TEL r.PAVEMENT THANES 1.4%1, ,1 ATS 1/a' ROQ£ waJ ODETAIL-DEFORMED METAL STRIP CONTROL IO T City of Pearland, Texas 2 (20'SPACING TTP.) Aor IV srur STANDARD DETAILS 0 SAW CUT CONTROL JOINT PAVING — 2 1 IXyE(SKEET O.i,�JAN 2020 Vtra 2 MPRP ONN flows COP-von I OT 2 M ..-- . . . comic mom roe. I '. SsaErIPffr .SECURE LIM FBMIG TO POS I., oLncrirTortioaor NOW THE LIXE Of MM. '404051EtAZICAMIITAFM.1.".. l'ar WIDEN n CALVAMELD MAO WIRE AIM OR ECILINALENT TO SUPPOF3 rm.EMS r WT. _ POST OR • LOUNALENT. ,,. . SET POSTS AT RECNNED SP..NO 2 ATTACII MIER romc TO POSTS NO INSTALL LEASUBLI.SIEPAIXIION MOMOILE CRADEO TO PREVENT . - ' MIErogiv.,..2.,-"Am fi.0 FOR FULL MN MD L.311.1 OF EM ,4,..4,4,.°4;4,4,,,,, ,,,, P ' IT MO.ITIESOL BACKMA ME TR.C11 AND • MIX.THE DONATED SOIL . . PROFILE , f....,-,:.; 7, :111, . 'y 7 :,(2.-. 1.;ALI.,&0001. MOT PROVIDE APPROWINSE TRANSITION •".t., N.,..,.. '. ,:..i'...>2'....''''''..7,S;4.4:,... ..?y ,•...??...,:•,r-....- i'1 '' BOWFIN STA..DIXSTRUCTION ---- MM.IXD PUBLC RIIXT-Of-WAV 2....."" dty 1 •,3 4,/ ... ?,.....,..;.:;'.,7: -;..''.".:.-'1' - . ;' . l''''' '.A..A .14141' 'Y? I lIX. I U.S.Of rum. ''''.",..f.,:5,::, • • .% " COLaI°P1A-mMN?D:.5;..,k6:.4 11..,:... .tA'T.?;L3 AETOTUM...rToT IaNTr OW MIEL F UIRLV M..W W8.E F6E2N10E P AiNn D " ....t omr %1 A,.M. -%t 4.4,4 ''' =•:1'r-RDIA AC.M411 M-O.m F viEw um.m.o. %., mom 2. ST W. LAN -.„•.., zo._ 2r ' till carman ro YOT PLIOMMM ALTE.LTE V-TRENCH=MON „S• CO.I.L AVM OF FABRIC WM TRENCH I.LOMA°1.ENOTH 5 AS SHOWN ON CONSTR..12...00 50 MT. FILTER MAC 61.1 011. 3 CONSTRUCT rxo ronroor coristtarCWOH COT NMI comma morn KROM fro COMM.13010 NA POINTS OF WORMS OR EGRESS. L (.1.,;M:`... .1ATV'e. 2 LRCMS 6.121 ON THE CONSTRUCT..DILM.2 STA1.343.MR Pa. ... .''''I .A•..'A'. CENOWS NOTES° ARDS WIX NME ME S.AGOMCATE MCIOTEES MO 0004 REOIXTOJENTS AS CM. '..1 ',..1- I.ser POSTS AT 0-OUT tommou worn, a mime MAW..Fla.MI ME SUE..CONSTRUCT°.CM. 6001013 • • STUPOR}NOTING 5 4:5E0.SPACING OF POST NM RE WICREASED TO R.MET 4.MI.IXANni.INE CONSTRUCT.DRAMNDS.'MEN INT LENGTHEN STADWEED AREA TO ACCOMICOME A ITINIX WASN.MEN ..63.1.11 SEDEI.T MAP 2.EN IWO S.M.OF FILTER mar=ram E.CIX01.OvERUP 6 1110113 AT FOR MEI..WASSNO ARM ME POST.MIX TOL..ASO MT.ID THE POSTS. .0...64.. Aa.,...THE R 'LlagitEr D'EPTAI OR.71 SURFACE DEM.PALKETA'' . 2 IgyZE SUNLIEIgT„,0,7,3115 wTAI,EN„ SU Or WACXES ONE-THITO OF ME HECHT 2 SECURELY FAST.MN FEM..POSTS wrm STAPLES OR TIE MRCS SS. SPEROOCALLY TU.ACIXECATE TO ETPOSE•CLEAN DIMINC SuRfACE. 2 SECURELY FIX.FIT.FABRIC TO La.FENCOM FILTER FABRIC FENCE 2 ALTERMINE NUTIODS OF CONSTRIXTON LIX BE NM=WITIN SM.ON B.M.TIM MMUS OF FILTER mow MOON MN ODRA OVERLAP 6 PIX. PL.OR WNEN APPROVED BI.0302. AT A POST.FOLD TOGETHER.AND ATTA04 TO A POST. IL UNA.le WITH FOR OM WAT TRAITC AND 21.MOM FOR MO MY M.O. &run sir,Tors 0.001 SrLT MATS ONE-THATI OF ME HPOIT OF REINFORCED FLIER FABRIC BARRIER STABILIZED CONSTRUCTION ACCESS/EXIT MOVE GIXIM STOMIX TA.AND FUEL OIXOSER ASSENFILY .0.IS SLOPE -A-TOT I-1.BM WOOD ON LIMN MST 4.VOL IDTTI, DrA. X. Ta3 RMNFORCM .,,., , (Nf=OM 1 r moo II 7.46 '''./"• MALE NAM O.14.1.CURB ..rftMill 7- i mo AUNI4 cum owo-\.....„ ,,,,,,a,. • VARNME MINCE Ar WOIM Loauuy 41,131::',Tb kS'T- AAPA.44,° Lir''''''-..' . B...„..A,.NE:,;,`,12,-/...,f,MOTOR LRAM DACE RACED SNUGLY FILTER FACRIC , ,,,1.„.....r, ARO.,WLET AT 6.IT OF CURB SIX--..- S• ; IMOD OR RREEMIM-. •,.,,,,.A... ,.., SECTION A-A il ET.B. CONIXEM OR THRT.PROPERLY IMPOSE OF AIX CART IX. ..4‘.... 4.4,....e., :..:. '77gar'"" INIII ;'''..'. -- . . \ / EMS.G SECTION A-A PLAN CM..ROMS .: __-.--: ,oTE 'Of VIES&rATICIVE'="VORWE'AVN M t A, AND DEMMER ASSENT. . 2 SEE RONFENCED rxrur UPC HAMM DECOL Ar I I,.„,;„44 PLEASEREAO THE...U.36E0P SPECIFIC... 0.Ma.;POST SPACING OF•FEET. I 1 I/2 L 2.IAOSIV 011pral.catja001,;,,,,CLUBUTOL TO I 2 TO 1 PROVIDE A LOOM SLOPE CV MO TNT SUIX WT. GENE.NOES: 6.R..SEM.CCM=.EN MIL SEMEN,NM ACCULCILATED TO / \ SECTOIXFOR OSTAREDINFONNIAMON. TMS DETAIL IXEET NM BEEN PREPARED FOR USE. STANDARD CITY OF KARLA..PROJECTS. COUPACTED SOIL ONE-THIRD INE HEILM OF THE EINWIEN ST.WATTLE 4. AN ENGINEER WHO INCORPORATES WE OM.ON THIS OR WOOS DOWN ig-•-- --111 INSTAL DAPERIMEILE LP.AS PER NANDFACIMER'S RECOIXMOMITAS. 1 CUM B.sm..NOT mar'woo of WLET UNLESS IIXECTO NT .3.3 STMT BECONES RESPONSIBLE FOR ITS USE IN THE.D PRODUCT IN ACCORDANCE W.RINE 127.31.0 161 T S.DO NM PUCE ANN OR LCD PREOLY ON PLAN VIEW .OF THE TEXAS STATE BOARD IX REGISTRATION FOR 4%,_ 4. PROFESSION...EOM. INLET PROTECTION BARRIERS FOR 11.26. , .LrAL OE. STAGE IINLETS CDT.,II03M I.,t...„.; sc.Rua.-corrorrrE.1511 OUT PITT NCO M ME Mt IrIDIS SECTION A-A AREA GROUND TEMP VEHICLE AND ,..vz,n,,,,,ISZIT111.52£11RIMIC..W , EWHILRE=IVE PIT IS Mb TO 'i NAME STARED EQUIPMENT FUEUNG AREA WITH DOUBLE J.U..TIE CONCRETE SETTIM UP(CUM.DRONE OM.THE CONCRETE WW1 City of Pearland, Texas ram 2 SUMS PM SHALL DE R.O.FR.THE PROJECT SITE ANO 05POSED IX PROPERLY Br THE ME OR WEICHTED WALL TANK OR EQUIVALENT CONTR...AMER REUTNAL or INC CONCREM WASTE.ME MIX OUT MI •SNALL DE fiLMO NIX 02.1 fILL NUT..WO O...TO 1.1-9Tu 1 WM UNIX. PLAN CORO..OR AS DWELT.DT THE PROJECT SPECIFICATIONS. STANDARD DETAILS i NOM 4.e00 10 21100 ra,1:LAT 71 NM I5 I0E0=TE00 OMML01100 LITAC508441 .T00004 0 11.4.0 STORM WATER POLLUTION AA TYPCALLY STRAW BUM ME AM RECOW.DEO FON PREVEN11ON PLAN 7.° INLET PROTECTION.°11.2 2 CONSTRUCT MI.RBILI AND DORN OF WASNOUT AMA TO SUPPORT ETPECTO ..E. UIXDRICS FROLI MUMS FOLAP.a. IX se.; SNELT INLET PROTECTION BARRIERS FOR STAGE I INLETS IXINSEPT 2016 .0r=1.42,1 1 = 5 CONCRETE TRUCK WASHOUT AREA ...ar CTD IIII.1 Fr) Chte Po R.OIXESMA COP-SWPPPI OF 2 'th'u PROJECT DESCRIPTION GALVANIZED WOVEN WIRE MESH TOTAL PROJECT AREA (FOR TYPES 2&]) MAINTENANCE W10111 OF PAYMENT TOTAL AREA TO BE DISTURBED ALL EROSION AND SEDIMENT CONTROL WILL BE MAINTAINED C 6'LOW AT CENTER WEIGHTED RUNOFF COEFFICIENT IN GOOD WORKING ORDER. IF A REPAIRS NECESSARY IT AFTER CONSTRUCTION WILL BE DONE AT THE EARLIEST DATE POSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDING NAME OF RECEIVING WATER EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROM HEAVY EQUIPMENT. THE AREA 1 SOIL STABILIZATION PRACTICES ADJACENT TO CREEKS AND DRAINAGE WAYS SHALL HAVE PRIORITY FOLLOWED BY DEVICES PROTECTING STORM SEWER MIN a ENREDMENT INLETS. cmTEKTILE TEMPORARY SEEDING C PERMANENT PLANTING, SODDING, OR SEEDING FILTER DAM AT CHANNEL SECTIONS MULCHING INSPECTION (W.) OR---( 1)--...OR Q SOIL RETENTION BLANKET ALL INSPECTION WILL BE PERFORMED BY A XXX INSPECTOR TYPE I OR TYPE 2 BUFFER ZONE EVERY SEVEN DAYS OR TWO WEEKS, AS WELL AS AFTER PRESERVATION OF NATURAL RESOURCES EVERY HALF—INCH OR MORE OF RAIN (AS RECOMMENDED ON A NON—FREEZING RAIN GAUGE TO BE LOCATED AT THE STRUCTURAL PRACTICES PROJECT SITE). AN INSPECTION AND MAINTENANCE REPORT SHOULD BE MADE FOR EACH INSPECTION. BASED ON THE GALVANIZED WOVEN MESH I z•MINI SILT FENCES INSPECTION RESULTS, THE CONTROLS SHALL BE REVISED WIRE (FOR TYPES 2& ACCORDING TO THE INSPECTION REPORT. HAY BALES 510E SLOPE 2:1 OR FLATTER 2 TYPES 1 a<z-le' ROCK FILTER DAMS 1 TYPE 3-36' PIPE SLOPE DRAINS WASTE MATERIAL S OPEN GRADED ROCK PAVED FLUMES THE DUMPSTER USED TO STORE ALL WASTE MATERIAL WILL L N.,- - - - y MEET ALL STATE AND THE CITY OF PEARLAND SOLID WASTE 4, GEOTExmE ry CHANNEL LINERS ORDINANCE. ALL TRASH AND CONSTRUCTION DEBRIS WILL BE SEDIMENT BASINS/ DETENTION PONDS DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE SECTION C—C EMPTIED AS NECESSARY OR AS REQUIRED BY LOCAL ROCK BEDDING AT CONSTRUCTION EXIT REGULATION AND THE TRASH WILL BE HAULED TO A LOCAL DUMP NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED CURBS AND GUTTERS ON SITE. VELOCITY CONTROL DEVICES ROCK FILTER DAM USAGF GIIIDFLINFS EROSION CONTROL LOGS HAZARDOUS WASTE (INCLUDING SPILL RFPORTING) ROCK FILTER DAMS SHOULD BE CONSTRUCTED DOWNSTREAM FROM OFFSITE VEHICLE TRACKING IN THE EVENT OF A SPILL WHICH MAY BE CONSIDERED DISTURBED AREAS TO INTERCEPT SEDIMENT FROM OVERLAND RUNOFF AND/OR HAZARDOUS, THE CITY OF PEARLAND FIRE DEPARTMENT SHALL CONCENTRATED FLOW. THE DAMS SHOULD BE SIZED TO FILTER A MAXIMUM HAUL ROADS DAMPENED FOR DUST CONTROL BE CONTACTED IMMEDIATELY AT 201-997-4650. FLOW THROUGH RATE OF 60 GPM/FT OF CROSS SECTIONAL AREA.A 3—YEAR LOADED HAUL TRUCKS TO BE COVERED STORM FREQUENCY MAY BE USED TO CALCULATE THE FLOW RATE. WITH TARPAULIN TYPF 1 (18" HIGH WITH NO WIRE MESH): TYPE 1 MAY BE USED AT THE EXCESS DIRT ON ROAD REMOVED DAILY SANITARY WASTE TOE OF SLOPES.AROUND INLETS, IN SMALL DITCHES.AND AT DIKE OR SWALE OUTLETS.THIS TYPE OF DAM IS RECOMMENDED TO CONTROL STABIUZED CONSTRUCTION ENTRANCE CONTRACTOR SHALL PROVE SANITARY WASTE FACILITIES IN EROSION FROM A DRAINAGE AREA OF 5 ACRES OR LESS. TYPE 4 MAY NOT ACCORDANCE WITH LOCAL, STATE AND FEDERAL BE USED IN CONCENTRATED HIGH VELOCITY FLOWS (APPROX. 8 FT/SEC REQUIREMENTS AND SPACING. ALL SANITARY WASTE SHALL OR MORE) IN WHICH AGGREGATE WASH OUT MAY OCCUR. SANDBAGS MAY BE BE COLLECTED FROM THE PORTABLE UNITS BY A LICENSED USED AT THE EMBEDDED FOUNDATION (4' DEEP MIN.) FOR BETTER FILTERING SANITARY WASTE MANAGEMENT CONTRACTOR OR FIRM AS EFFICIENCY OF LOW FLOWS IF CALLED FOR ON THE PLANS OR DIRECTED BY NEEDED OR AS REQUIRED BY LOCAL REGULATIONS. THE ENGINEER. TYPE 2 (18" HIGH WIHT WIRE MFSH)- TYPE 2 MAY BE USED IN DITCHES THIS DEM SHEET HAS BEEN PREPARED FOR 0SEON AND AT DIKE OR SWALE OUTLETS. ADDITIONAL MOIIG RR SR P A0000T,05 TYPF 3 (36' HIGH WITH WIRE MESH). Type 3 MAY BE USED IN STREAM BNEETBECOMEBflEBPON vant ORR6V5ELYT10EN0 DISPOSAL AREAS, STOCKPILES, AND HAUL ROADS SHALL BE PRM...An RESNDEWLEFOR i USE EIrynig ENO yp GARFOE TEXAS STATE BOARD OF REBISIMHONFOR FLOW AND SHOULD B SECURED TO THE STREAM BED. CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND FEssIwul.CINEms, CONTROL THE SEDIMENT TART MAY ENTER RECEIVING WATERWAYS. /61 , CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE ki$1•% AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A ,� C MANNER WHICH MINIMIZES THE RUNOFF OF ALL POLLUTANTS. ROCK FILTER DAM ALL WATERWAYS SHALL BE CLEARED AS SOON AS PRACTICAL City of Pearland, Texas i OF TEMPORARY EMBANKMENTS, TEMPORARY BRIDGES, MATTING, FALSEWORK, PILING, DEBRIS, AND OTHER STANDARD DETAILS OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATIONS STORM WATER POLLUTION NOTE: THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND THAT ARE NOT PART OF THE FINISHED OWRK. PREVENTION PLAN MAY BE MODIFIED BY THE ENGINEER. SHEET D..SEPT 2016 VDRiil:NN0e �) P.°FP e,0111) L FNB MR BNRESRM COP-S*PPP2 OF 2 11