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R2023-242 2023-10-09RESOLUTION NO. R2023-242 A Resolution of the City Council of the City of Pearland, Texas, awarding a construction services contract for the Green Tee Re-Pump Project to Nerie Brothers Construction, in the amount of $122,150.00. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That competitive bids for construction of the Green Tee Re-Pump Project have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to Neerie Brothers Construction, in the estimated amount of $122,150.00. Section 3. The City Manager or his designee is hereby authorized to execute a construction services contract for the Green Tee Re-Pump Project. PASSED, APPROVED and ADOPTED this the 9th day of October, A.D., 2023. ________________________________ J.KEVIN COLE MAYOR ATTEST: ________________________________ FRANCES AGUILAR, TRMC, MMC CITY SECRETARY APPROVED AS TO FORM: ________________________________ DARRIN M. COKER CITY ATTORNEY DocuSign Envelope ID: 8C3F1B40-79F0-4FFF-B918-2DC67EA8ECD2 r Project. Manual. for: Green Tee Re-Pump Abandonment 2711 Tipperary Rd COP Project No.: WA2204 Bid No:: ITB 0823-20 rE4 4> (,) - .......... 0* * * IPEARLAN — • JAMES C. JONES j E X A 105038 241 • tpr,4276:; S . tle k./C;k4 August 2:023 z3 Prepared ByO . JONES ENGINEERING Texas Firm Reg.No.F-15666 11211.Katy Freeway, Suite 325 Houston,TX 77096 CITY OF PEARLAND BRAZORIA COUNTY,TEXAS TABLE OF CONTENTS SECTION TITLE DIVISION 0—BIDDING AND CONTRACT DOCUMENTS 00100 Invitation to Bid 00200 Instructions to Bidders 00300 Bid Proposal 00500 Standard Form.of Agreement 00610 Performance Bond 00611 Payment Bond 00612 One-Year Maintenance Bond 00615 Partial Waiver of Lien 00700 General Conditions of Agreement 00800 Special Conditions of Agreement 00811 Wage Scale for Engineering Construction ,r DIVISION 1— GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises. 01200 Measurement and Payment Procedures 0.1290 Change Order Procedures 01310 Coordination and Meetings 01350 Submittals 01380 Construction Photographs 01420 Referenced Standards 01430 Contractor's Quality Control 01505 Mobilization 01561 Reinforced Filter Fabric Barrier 01562 Waste Material Disposal 01565 TPDES Requirements 01566 Source Controls for Erosion and Sedimentation 01570 Trench Safety System 01580 Project Identification Signs 01760 Project Record Documents 01770 Contract Closeout t DIVISION 2—SITE WORK 02220 Site Demolition 02255 Bedding, Backfill, and Embankment Materials 02317 Excavation and Backfill for Structures 02510 Water Mains 02514 Fire Hydrant Assembly 02541 ' Water and Wastewater Line Valves 02821 Chain Link Fences and Gates 02910 Topsoil 02921 Hydromulch Seeding 26 03 00 Demolition Work END OF SECTION CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEARLAND, TEXAS LOWEST RESPONSIBLE BIDDER Sealed Electronic Bids will be accepted for the following project,in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https.//pearland.ionwave.net/Login.aspx. All interested Bidders are required to register as a"supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration" Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site.When prompted to add or remove commodity codes registrants must add the codes listed below. * Building Construction Services,New(Includes Maintenance and Repair Services) * Construction Services, General (Includes Maintenance and Repair Services) * Construction Services, Heavy (Includes Maintenance and Repair Services) * Construction Services, Trade (New Construction) For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions regarding electronic bidding should be directed to City Purchasing Officer at ebids@pearlandtx.gov All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, City Hall located at 3523 Liberty Drive, Pearland,Texas 77581 Electronic Bids will be accepted until 2:00 p.m.,Thursday,.September 14.,2023 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: Green Tee Re-Pump Abandonment City of Pearland, Texas COP PN: WA2204 ITB NO.: 0823-20 An in-person mandatory pre-bid conference will be held at the City of Pearland EPW Building at 2016 Old Alvin Road,Pearland, Texas 77581 at 2:00 p.m. on Thursday, August 31, 2023. The project will entail the removal of the existing Green Tee repressurization station located west of Bogey Way, north of Scarsdale Blvd. in the City of Pearland. The site consists of an 212,000-gallon bolted steel ground storage tank,2 booster.pumps,LAS and bleach tanks,anda portable metal building all with associated concrete foundations.The City desires to abandon the facility and remove all above and below ground utilities and appurtenances inside the current fence line of the plant. 02-2023 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 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 Architect/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 mnety (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 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 02-2023 00100-2 of 3 CITY OF PEARLAND INVITATION TO BID 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 criterion, the city will consider. 1) lowest total bid price for all work listed and specifically requested, including but not limited to Base Bid, Allowances, 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. Frances Aguilar, TRMC, MMC City Secretary, City of Pearland First Publication date August, 23, 2023 Second Publication date August, 30, 2023 02-2023 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 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 City utilizes a web-based contract administration and construction records management software to administer the project which shall be used by the contracting parties. 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 05-2023 00200-1 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS specific project from the BID OPPORTUNITIES list and clicking on that project AFTER registration as a Supplier Interested Bidders MUST REGISTER as a "Supplier" by clicking on the Supplier Registration button 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 mails notifying of future bid opportunities. Downloading any project bid data will automatically place the bidder's contact information on the list of plan holders and.the E-bid System will automatically send any and all updates,addenda,changes,or additional information associated with that project. 2.2 The electronic Bid Proposal can only be submitted through this system. The form can be printed for Bidder's use, but the Bid Proposal MUST be submitted on the electronic form within the E-bid System. 2.3 Questions regarding use of the E-bid System may be directed by email to ebids@pearlandtx.gov 3 Copies of Bidding Documents 3 1 Complete sets of "electronic" Bidding Documents are available for download to registered Bidders at No Cost from the City's E-bid System at: https.//pearland.ionwave.net/Login.aspx Interested Bidders must register as a"Supplier"on this site in order to receive the Bid Documents, and all Addenda or other notifications of changes, including communications from the Owner or Engineer All Bid Documents are available to download and print. 3.2 The Bidder accepts sole responsibility for ensuring that he obtains a full set of these documents by completing the registration and executing a full and complete download of the project documents. Downloading of Bid Documents automatically ensures receipt of any and all subsequent communications,addenda or additional information from the City or its Engineer 3.3 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. 05-2023 00200-2 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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. 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 05-2023 00200-3 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Documents, (f) to recognize and plan for use of the City's web-based project management 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. 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, techmques, 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 05-2023 00200-4 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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. 7 Bid Security 7 1 Each Bid Proposal must be accompanied by bid security made payable to Owner in an amount of five percent (5%) of the Bidder's maximum Bid Proposal price, in the form of a certified check, cashier's check or a Bid Bond("Bid Security") 7.2 Bidders submitting bids through the E-bid System shall scan and up-load a copy of their Bid Security (sealed Bid Bond, Certified Check or Cashier's Check) as an attachment to their electronic bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48. business hours of the Bid Opening. Bid Security shall be delivered to Office of City Purchasing, City Hall Annex, 3523 Liberty Drive, Pearland, Texas.77581 7.3 The Bid Security of the Successful Bidder will be retained until such time as Bidder has executed the Standard Form of Agreement,and furnished the required Performance and Payment Bonds, whereupon.the Bid.Security of both bidders will be returned. If the Successful Bidder fails to execute and deliver the Standard Form of Agreement and furnish the required performance and payment bonds within ten (10) days after the Notice of Award, Owner may annul the Notice of Award and shall be entitled to make a claim against the Bid Security The Bid Security of other Bidders will be retained until the Contract is awarded and the Standard Form of Agreement becomes effective, or all bids are rejected, whereupon Bid Security furnished by all such Bidders will be returned. 8 Contract Time 8 1 The number of days in which the Work is to be Substantially Completed, as set forth in the Bid Proposal form and the Standard Form of Agreement, subject to such extension of time as may be due under the terms and conditions of the Contract Documents ("Contract Time"). All references to "time" or"days" shall be interpreted as consecutive calendar days. 9 Liquidated Damages and Early Completion.Bonus 9 1 Provisions for liquidated damages and early completion bonus,if any,are set forth in the Standard Form of Agreement. 10 Substitute or "Or-Equal" Items 10 1 The Contract, if awarded, will be on the basis of the specified materials and equipment described in the Plans and Specifications without consideration of possible substitute or "or- equal" items unless otherwise stated. Whenever rt 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 05-2023 00200-5 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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. 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.netlLogin.aspx. 12.3 Bid Proposals submitted after the bid date and time will be rejected. 05-2023 00200-6 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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. 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 opemng 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 been 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 Proposalswill 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 05-2023 00200-7 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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 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 05-2023 00200-8 of 9 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 18 Signing of Agreement 18 1 When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Standard Form of Agreement, and the required Performance and Payment Bond forms. Within ten (10) days thereafter Contractor shall sign and deliver the required number of counterparts of the Standard Form of Agreement to Owner with the required Bonds. Within ten (10) days thereafter, Owner shall deliver one fully signed counterpart to Contractor There shall be no contract or agreement between Owner and the Successful Bidder until .proper execution and attestation of the Standard Form of Agreement by authorized representatives of the Owner 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 retamage are set forth in the Contract Documents. END OF SECTION 05-2023 00200-9.of 9 #tAIA Document A31OTM _ 2010 Bid Bond CONTRACTOR: SURETY (Name,legal status and address) (Name,legal status and principal place of business) Nerie Brothers Construction, LLC The Cincinnati Insurance Company 3213 Fuqua Street P O Box 145496 Houston,TX 77047 Cincinnati, OH 45250-5496 This document has important legal OWNER: consequences.Consultation with (Name,legal status and address) an attorney is encouraged with City of Pearland respect to its completion or ty modification. 3523 Liberty Dr Pearland,TX 77581 Any singular reference to Contractor Surety Owner or BOND AMOUNT Five Percent of the Greatest Amount Bid ($5%G.A.B.) other party shalt be considered plural where applicable. PROJECT (Name,location or address,and Project number if any) Green Tee Re-Pump Abandonment Project Number-,if any- 2711 Tipperary Rd City of Pearland,TX WA2204 ITB No.0823-20 The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void.otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 4th day of September, 2023 Nerie Broth s Constructi LLC _ _ _ v (Principal),) (Seal) (Wilnes _ (Title �/4`�% 2 The i i oaf Insur ce Company / (Stu-et}) (Seal) (Witness) Luis Salinas ^(Title) Blaine Allen Attorney-in-Fact Init. AIA Document A310T-2010.Copyright O 1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:Th.s Ale Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA`-Dccument,o. any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This- / document was created on 12/3012021 22:19:45 under the terms of AIA Documents-on-Demand'"'order no. 2114275178 and Is not for resale.This document is licensed by The American Institute of Architects for one-time use only,and may not be reproduced prior to its completion aai rra TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call our toll-free telephone number for information or to make a complaint at: 1-800-635-7521 You may also write to us at: The Cincinnati Insurance Companies or The Cincinnati Insurance Companies 6200 South Gilmore Road P 0 Box 145496 Fairfield,Ohio 45014-5141 Cincinnati,Ohio 45250-5496 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P O Box 149104 Austin,TX 78714-9104 FAX#(512)475-1771 Web:http://www.tdi.state.tx.us E-mail:ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES.Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance ATTACH THIS NOTICE TO YOUR POLICY This notice is for information only and does not become a part or condition of the attached document. IA 4332 TX 11 09 TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call our toll-free telephone number for information or to make a complaint at: 1-800-635-7521 You may also write to us at: The Cincinnati Insurance Companies or The Cincinnati Insurance Companies 6200 South Gilmore Road P 0 Box 145496 Fairfield,Ohio 45014 -5141 Cincinnati,Ohio 45250-5496 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P O Box 149104 Austin,TX 78714-9104 FAX#(512)475-1771 Web: http://www.tdi.state tx.us E-mail: ConsumerProtection@tdi.state tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance ATTACH THIS NOTICE TO YOUR POLICY This notice is for information only and does not become a part or condition of the attached document. IA 4332 TX 11 09 THE CINCINNATI.INSURANCE COMPANY THE CINCINNATI CASUALTY COMPANY Fairfield,Ohio POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS.That THE CINCINNATI INSURANCE COMPANY and THE CINCINNATI CASUALTY COMPANY,corporations organized under the laws of the State of Ohio,and having their principal offices in the City of Fairfield,Ohio (herein collectively called the"Companies"),do hereby constitute and appoint William D.Baldwin;Brent Baldwin;Brock Baldwin;Brady K.Cox;Michael B.Hill;Blaine Allen;Russ Frenzel;John A.Aboumrad;Cynthia Alford and/or Yarn.Hipp Ramos of Plano, Texas their true and legal Attorney(s)-in-Fact,each in their separate capacity if more than one is named above, to sign,execute,seal and deliver on behalf of the Companies as Surety any and all bonds, policies,undertakings or other like instruments,as follows: Any such obligations in the United States, up to Twenty Five Million and No/100 Dollars($25,000,000.00). This appointment is made under and by authority of the following resolutions adopted by the Boards of Directors of The Cincinnati Insurance Company and The Cincinnati Casualty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the President or any Senior Vice President be hereby authorized,and empowered to appoint Attorneys-in-Fact of the Company to execute any and all bonds,policies,undertakings,or other like instruments on behalf of the Corporation,and may authorize any officer or any such.Attomey-in-Fact to affix the corporate seal;and may with or without cause modify or revoke any such appointment or'authority.Any such writings so executed by such Attorneys-in-Fact shall be binding upon the Company as if they had been:duly executed and.acknowledged by the regularly elected officers of the Company RESOLVED,that the signature of the President or any Senior Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted,and•the signature of:the Secretary or Assistant Vice-President and the Seal of the Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company Any such power so executed and'sealed and certified by certificate so executed and sealed shall,with respect to any.bond or undertaking to which it is attached,continue to be valid and binding onrthe Company IN':WITNESS WHEREOF,the Companies have caused these presents to.be sealed with their corporate seals.duly attested by their President or any Senior Vice President this 16th-day of March,2021 CORPORATE: 1.44`CORPORATE, i 1 =.SEAL . ' SEAL - THE CINCINNATI INSURANCE COMPANY (416 OHIO THE CINCINNATI CASUALTY COMPANY STATE OF OHIO )SS: ' �✓�'' •COUNTY OF BUTLER ) ,.�� ��"" "` On this 16th day of March,2021 before me came the above-named President or Senior Vice President of The Cincinnati Insurance, Company and The Cincinnati Casualty'Company,to me personally known to be the officer described herein,and acknowledged that the seals affixed'to the preceding instrument are the corporate seals of said Companies and the corporate seals and the signature of the officer were duly affixed and subscribed to said instrument by the authority and direction of said corporations. , *; •* Keith C ell;Attorney at Law I Notarypublic—State-of Ohio ••. qrF OF 0"; My commission has no expiration date. Section 147.03 O.R.G. I,the undersigned Secretary or Assistant Vice-President of The Cincinnati Insurance Company and The Cincinnati Casualty Company, hereby certify that the above is the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Power of Attorney is still in full force and effect. Given under my hand and seal of said Companies at Fairfield,Ohio,this 9th day of October , 2023 e c J l.s.,„,e. `c aU t.,„„& 0 S CORPORATE 1 y CORPORATE � SEAL4 - SEAL " OHIO OHIO _ .-----*/ . BN-1457(3/21) CITY OF PEARLAND BID PROPOSAL Section 00300 BID PROPOSAL Lowest Responsible Bid Part A Date: 9-12-2023 Bid of Nerie Brothers Construction LLC ,an individual proprietorship/a corporation organized and existing under the laws of the State of Texas/a partnership consisting of Jason&Joe Nerie ,for the construction of: Green Tee Re-Pump Abandonment City of Pearland,Texas COP PN: WA2204 ITB NO.: 0823-20 (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 Green Tee Re-Pump Abandonment with all related appurtenances, complete, tested, and operational, in accordance with the Plans and Specifications prepared by James C. Jones, P.E., Jones Engineering Solutions, LLC, 11211 Katy Freeway, Suite 325, Houston, TX 77079, (832) 834-5496, for the unit prices or applicable prices set forth in Exhibit "A", the electronic bid form as contained in the City's E-bid system, which,once fully executed and submitted shall constitute a legal and executable proposal from the Bidder. It is understood that, in the event any changes are ordered on any part of the Work, the applicable unit prices bid shall apply as additions to or deductions from the total prices for the parts of the Work so changed. The Bid Security required under the Instructions to Bidders is included and has been uploaded as an attachment within the E-bid system and,that a fully executed, signed, and sealed hard copy has been delivered to the Office of City Purchasing, Finance Department, City Hall Annex 3523 Liberty Drive,Pearland, Texas 77581 The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of Bidder, as required by the Instructions to Bidders if requested to do so as a condition of the Bid 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 the time stated and for the prices stated in Exhibit A of this proposal along with all re•uired insurance in the required amounts. � Bidder's Initial's• A. 02-2023 00 71 0 1 of 2 CITY OF PEARLAND BID PROPOSAL The undersigned Bidder agrees to commence work within 10 days of the date of a written Notice to Proceed. It is understood that the Work is to be Substantially Complete within 90 calendar 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 in the Bid Proposal prices. ^, /a�16.23 it Addendum No. 1 Date: e Addendum No. Date. Addendum No Date: Addendum No. Date: Bidder hereby represents that the only person or parties interested in this offer as principals are those named. Bidder has not directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding. Finn Name: Nerie Brothers Construction LLC By• Jason Nerie Title: President Address 3213 Fuqua St Houston Tx 77047 Phone No 281-733-3388 ATTEST Jason Nerie (Seal,if Bidder is a Corporation) (Typed or P inted Nam ) Signature Date: 9-12-2023 END OF SECTION Bidder's Initial's: 02-2023 00 no 2 of 2 EXHIBIT'A'—BID FORM (Bid form must be submitted electronically) Project Name•Green Tee Re-Pump Abandonment ITB No 0722-21 Quantity UOM Description Spec Reference Unit Price Total Green Tee Re- PKHD 1 Base Bid 1 pump Abandonment PKLN 1 1 Base Bid 1 Mobilization(to be maximum 3%of total bid(items 1-19)),complete in 1505 5,000.00 5,000.00 place,the sum of ,per Lump Sum Demolish and legally dispose of 212,000-gallon ground storage tank with concrete foundation,sand and associated debris including backfill, 2220 PKLN 1 2 Base Bid 1 complete as specified and shown on plansfor per 35,000.0D 35,000.00 Lump Sum Demolish and legally dispose of LAS and bleach tanks with spill enclosure PKLN 1 3 Base Bid 1 LS and concrete foundation and associated debris including backfill,complete 2220 as specified and shown on plans for per Lump Sum 2,500.00 2,500.00 Demolish and legally dispose of concrete overflow apron and associated PKLN 1 4 Base Bid 1 IS debris including backfill,complete as specified and shown on plans for 2220 80D.00 800.00 per Lump Sum Demolish and legally dispose of chain link fence with barbed wire and gates PKLN 1 5 Base Bid 1 LS and associated debris including baddill,complete as specified and shown 2220 2,500.00 2,500.00 on•lansfor ,per Lump Sum Demolish and legally dispose of portable metal buildingwith all PKLN 1 6 Base Bid 1 LS components and foundation including backfill,complete as specified and 2220 1,500.00 1,500.00 shown on plans for ,per Lump Sum Demolish and legally dispose of outside booster pumps,exposed piping, PKLN 1 7 Base Bid 1 LS valves and concrete foundation including backfill,complete as specified and 2220 7,500.00 7,500.00 shown on plans for -.Per Lump Sum Demolish and legally dispose of concrete supports,pads and slabs,above PKLN 1 8 Base Bid 1 LS ground piping and pipe supports debris induding backfill,complete as 2220 7,500.00 7,500.00 specified and shown on plans for ___ perLumpSum Isolate,cut,plug and camp,remove and legally dispose of inactive water PKLN 1 9 Base Bid 1 LS lines,above and below ground,including backfill,complete as specified and 2220 5,000.00 5,000.00 shown on plans for ,per Lump Sum Demolish and legally dispose of electrical gate access box including backfill, PKLN 1 10 Base Bid 1 LS complete as specified and shown on plans for per 2220 2,500.00 2,500.00 Lump Sum Demolish and legally dispose of camera pole,cut and remove conduits PKLN 1 11 Base Bid 1 LS beneath grade,Including backfill,complete as specified and shown on plans 2220 2,500.00 2,500.00 for ,per Lump Sum Demolish and legally dispose of any other underground conduit,piping, PKLN 1 12 Base Bid 1 LS wire,or appurtenances located within the existing fence site not shown to 2220 5,000.00 5,000.00 remain for ,per Lump Sum PKLN 1 13 Base Bid 1 Storm Water Pollution Prevention(silt fence),complete as specified for 1561 5,000.00 5,000.00 .per Lump Sum Miscellaneaous electrical work,remove electrical services from existing PKLN 1 14 Base Bid 1 LS cabinets,and to maintain service to SCADA system for 260300 8,000.00 8,000.00 ,per Lump Sum Relocation of electrical services from existing cabinets to existingSCADA PKLN 1 15 Base Bid 1 pole.De-energize and demolish and legally dispose of existing cabinets 260300 after completed,complete as specified for per Lump 7,500.00 7,500.00 Sum PKLN 1 16 Base Bid 1 Regrade and hydro mulch seed disturbed area,complete as specified for 2921 7,500.00 7,500.00 .per Lump Sum PKLN 1 17 Base Bid 1 Site cleanup and demoblize,complete as specified for u40 5,000.00 5,000.00 ___,per Lump Sum PKLN 1 18 Base Bid 1 Fire Hydrant,bury as shown,complete as specified for 2514 8,850.00 8,850.00 EA _ ,per Each 12-Inch plug and damp with 2'blow off,complete as specified for PKLN 1 19 Base Bid 1 2510 3,000.00 3,000.00 EA ,per Each Total Base Bid $122,150.00 40 1,, pEpaiim T IE X A S te's _ T. 1 89 % 0823-20 Addendum 1 Nerie Brothers Construction LLC Supplier 'Response Event Information Number 0823-20 Addendum 1 Title. Green Tee Re-Pump Abandonment Type. ITB-Sealed Issue Date 8/23/2023 Deadline 9/14/2023 02 00 PM (CT) Notes The project will entail the removal of the existing Green Tee repressurization station located west of Bogey Way, north of Scarsdale Blvd in the City of Pearland The site consists of an 212,000-gallon bolted steel ground storage tank, 2 booster pumps, LAS and bleach tanks, and a portable metal building all with associated concrete foundations The City desires to abandon the facility and remove all above and below ground utilities and appurtenances inside the current fence line of the plant. Contact Information Contact: Erin Brown Address Projects 3519 Liberty Drive Page 1 of 5 pages Vendor Nerie Brothers Construction LLC 0823-20 Addendum 1 Pearland 77581 Phone (281) 652-1739 Email ebids@pearlandtx.gov Page 2 of 5 pages Vendor Nerie Brothers Construction LLC 0823-20 Addendum 1 ri,e Brothers Construction-LLC Information Contact: Jason Nerie Address 3213'Fuqua St 0. Fr LI. )(1 TX 77047 -Phone. ;(281) 733-3388 Email Jasonneerieconst@gmaihcom- By submitting your response, you certify that you are authorized to represent and bind your company Jason Ray Nerie jasonnerieconst@gmail corn Signature Email Submitted at 9/13/2023 09 08:03 AM (CT) Response Attachments signed Bid Bond pdf Bid Bond signed 00300 Bid Proposal pdf Bid Proposal signed Conflict of Interest.pdf Conflict of Interest signed Contract Questionnaire.pdf Contract Questionnaire Signed Non collusion pdf Non collusion Vendor_References 1 pdf Vendor refference signed Local Bidder pdf local bidder Bid Attributes 1 : Response Attachment Bidder understands and has completed the following The Bid Proposal and Bid Security required under the Instructions to Bidders has been uploaded as an attachment within the E-bid system and, a fully executed, signed and sealed hard copy of the Bid Bond will be delivered upon request to the Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive, Pearland, Texas, 77581 0 Submitted 2 Non-collusion Statement . Bidder has submitted a completed and signed copy of the Non-Collusion Statement 0 Submitted ,L3 General Conditions • Bidder has read and agrees to the General Conditions set forth by the City of Pearland r ❑d Agreed Page 3 of 5 pages Vendor Nerie Brothers Construction LLC 0823-20 Addendum 1 4 l Specification Acknowledgement • Bidder has reviewed specifications and agrees that their bid adheres fully ❑.� Agreed 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 No, not a local Bidder Bid Lines Package Header Green Tee Re-Pump Abandonment Quantity- 1 Total. $122,150 00 Package Items 1 1 Mobilization (to be maximum 3% of total bid (items 1-19)), complete in place, per Lump Sum Quantity- 1 UOM: LS Price. $5,000 00 Total $5,000 00 1.2 Demolish and legally dispose of 212,000-gallon ground storage tank with concrete foundation, sand and associated debris including backfill, complete as specified, per Lump Sum Quantity. 1 UOM: LS Price $35,000 00 Total $35,000 00 1.3 Demolish and legally dispose of LAS and bleach tanks with spill enclosure and concrete foundation and associated debris including backfill, complete as specified and shown on plan, per Lump Sum Quantity. 1 UOM: LS _ Price $2,500 00 Total. $2,500 00 1 4 Demolish and legally dispose of concrete overflow apron and associated debris including backfill, complete as specified and shown on plans for, per Lump Sum Quantity. 1 UOM: LS Price $800 00 Total $800 00 1.5 Demolish and legally dispose of chain link fence with barbed wire and gates and associated debris including backfill, complete as specified and shown on plans, per Lump Sum Quantity- 1 UOM: LS Price. $2,500 00 Total: $2,500 00 1.6 Demolish and legally dispose of portable metal building with all components and foundation including backfill, complete as specified and shown on plans, per Lump Sum Quantity 1 UOM LS Price. $1,500 00 Total: $1,500 00 1 7 Demolish and legally dispose of outside booster pumps, exposed piping, valves and concrete foundation including backfill, complete as specified and shown on plans, per Lump Sum Quantity- 1 UOM: LS Price. $7,500 00 Total: $7,500 00 • 1.8 Demolish and legally dispose of concrete supports, pads and slabs, above ground piping and pipe supports debris including backfill, complete as specified and shown on plans, per Lump Sum Quantity 1 UOM: LS Price $7,500 00 Total: $7,500 00 1.9 Isolate, cut, plug and clamp, remove and legally dispose of inactive water lines, above and below ground, including backfill, complete as specified and shown on plans, per Lump Sum Quantity. 1 UOM: LS Price. $5,000 00 Total: $5,000 00 Page 4 of 5 pages Vendor Nerie Brothers Construction LLC 0823-20 Addendum 1 1 10 Demolish and legally dispose of electrical gate access box including backfill, complete as specified and shown on plans, per Lump Sum Quantity. 1 UOM: LS Price $2,500 00 Total: $2,500 00 1 11 Demolish and legally dispose of camera pole, cut and remove conduits beneath grade, including backfill, complete as specified and shown on plans, per Lump Sum Quantity 1 UOM: LS Price $2,500 00 Total $2,500 00 1 12 Demolish and legally dispose of any other underground conduit, piping, wire, or appurtenances located within the existing fence site not shown to remain, per Lump Sum Quantity. 1 UOM: LS Price $5,000 00 Total: $5,000 00 113 Storm Water Pollution Prevention (silt fence), complete as specified, per Lump Sum Quantity- 1 UOM: LS Price. $5,000 00 Total. $5,000 00 1 14 Miscellaneaous electrical work, remove electrical services from existing cabinets, and to maintain service to SCADA system, per Lump Sum Quantity. 1 UOM: LS Price $8,000 00 Total $8,000 00 115 Relocation of electrical services from existing cabinets to existing SCADA pole De-energize and demolish and legally dispose of existing cabinets after completed, complete as specified, per Lump Sum Quantity- 1 UOM: LS Price. $7,500 00 Total: $7,500 00 116 Regrade and hydro mulch seed disturbed area, complete as specified, per Lump Sum Quantity. 1 UOM: LS Price $7,500 00 Total. $7,500 00 117 Site cleanup and demoblize, complete as specified, per Lump Sum Quantity- 1 UOM: LS Price $5,000 00 Total. $5,000 00 I118 Fire Hydrant, bury as shown, complete as specified, per Each Quantity. 1 UOM: EA Price $8,850 00 Total: $8,850 00 1 19 12-inch plug and clamp with 2" blow off, complete as specified, per Each Quantity. 1 UOM: EA Price $3,000 00 Total: I $3,000 00 Response Total: $122,150 00 Page 5 of 5 pages Vendor Nerie Brothers Construction LLC 0823-20 Addendum 1 iikaWS1 :14k T E X A S ST 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 City Bid No./Quote for which the local preference is requested: 0823-20 WA2204 Nerie Brothers Construction LLC 9-12-2023 (Name f Bidder7(i.„2. (Date) P, Jason Nerie /ture) ✓ (print) THE STATE OF TEXAS § COUNTY OF i/ ZO n a § Appeared before me the above-named,Ct5C)11 /kir;B ,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 I A.0- day of S }Zrnbt/ ,20 NOTARY P C,ST OF TEXAS ao,, .r,y4� ZACHARY DEHOYO Printed Name: IQe . Notary Public,State Ot Texas ° Comm.Exp.06.09-2027 Commission Expires:0 6 -cc/- )-i- d> Notary ID#134400682 I of �© r fq,9Q TEX AS e 7. I a�a Contractor Questionnaire Yes No X 1. Has the City of Pearland or other governmental entity incurred costs as a result of contested change order(s)from the undersigned company? LI2. Has the City of Pearland or other governmental entity been involved in litigation relative to contract performance with the undersigned company? X 3. Has the undersigned company failed to meet bid specifications or time limits on other contracts? X 4 Has the undersigned company abandoned a contract or refused to perform without legal cause after submitting a bid? X 5. Has the undersigned company had bidding errors or omissions in two or more bid submissions within a thirty six(36) month period? LI (X 6. Has the undersigned company failed to perform or performed unsatisfactory on two or more contracts within a thirty six(36)month period? X 7 Does the undersigned company have adequate equipment,personnel and expertise to complete the proposed contract? X 8. Does the undersigned company have a record of safety violations in two or more contracts within a thirty six(36) month period? X 9. Does the undersigned have a criminal offense as an incident to obtaining or attempting to obtain a public or private contractor subcontract,or in the performance of such a contract or subcontract within a ten(10)year period? 10. Has the undersigned company been convicted of a criminal offense within a ten(10)year period of embezzlement, theft,bribery,falsification or destruction of records,receiving stolen property or any other offense indicating a lack of business integrity or business honesty which might affect responsibility as a municipal contractor? XX 11. Has the undersigned company been convicted of state or federal antitrust statutes within a ten(10)year period arising out of submission of bids or proposals? 12. Has the undersigned company been disbarred or had a similar proceeding by another governmental entity? If you answered"yes"to Items 1-6 or 8-12 or answered"no"to Item 7,please attach a full explanation to this questionnaire. Company Name: Nerie Brothers Construction LLC Address: 3213 Fuqua St Houston Tx 77047 Name: Jason Nerie Title: President (P ease Print) (Please Print) Signature: Date: 9-12-2023 ,1 r , ,_�6,i 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 Nerie Brothers Construction LLC Address 3213 Fuqua St Houston Tx 77047 Phone Number 281-733-3388 Fax Number Email Address neriebrothersconstruction@gmail.corn • Bidder(Signature) .A/i-te alaitOl vV Position with Company President Signature of Company • Official Authorizing This Bid VA/14-e• 09 Company Official(Printed Name) Jason Nerie Official Position President pE �D Pt 4R TEX AS fsr. Igo% REFERENCES FOR. Nerie Brothers Construction 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 _ City of Houston Drinking Water Operation Company Address 7027 Ardmore St. Houston, TX 77054 Contact Name Patrece Lee Phone Number• 832-309-2663 Email Address Patrece lee@houstontx.gov Description of Project/Work. Drinking water emergency repair $4,814,277 00 Company Name City of Pearland Company Address 2016 Old Alvin Road Pearland, TX 77581 Contact Name Morgan Early PM Phone Number 281-652-1734 Email Address Mearly@pearlandtx.gov Description of Project/Work Piper Rd storm drain and reroute water service References for Nerie Brothers Construction Page 2 Company Name Clear brook city MUD Company Address 11911 Blackhawk Blvd Contact Name Dean Baier Phone Number 832-250-6762 Email Address dbaier@cbcmud com Description of Project/Work 80,000 LF HPDE Sanitary Sewer Pipe 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. 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 Nerie Brothers Construction (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 Green Tee Re-Pump Abandonment 2711 Tipperary Rd City of Pearland, Texas COP PN: WA2204 BID NO.: ITB 0823-20 Article 2 ENGINEER The Work has been designed by Jones Engineenng Solutions, 11211 Katy Freeway, Suite 325, James C Jones, P.E. who is hereinafter called ENGINEER and who is to assume all duties and responsibilities and have the rights and authonty 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 ninety (90) days (including weekends and holidays) from the date when the Contract Time commences to run as provided in paragraph 5 01 of the General Conditions (as revised'in the Special Conditions if applicable), and completed and ready for Final Payment within one hundred and twenty (120) days from the date when the Contract Time commences to run. No work will be allowed on Sundays. 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 1 above, plus any extensions thereof allowed in accordance with Article 5 of the General Conditions. OWNER and CONTRACTOR also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER five hundred 4-2015 00500- 1 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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 41 OWNER shall pay CONTRACTOR for completion of the Work in strict accordance with the Contract Documents in current funds $ , (the "Contract Price") The Contract Price includes the Base Bid as accepted by OWNER and as shown in Document 00300—Bid Proposal. Article 5 PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 6 0 "Measurement and Payment" of the General Conditions. Application for Payment will be processed by ENGINEER as provided in the General Conditions. 5 1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER as provided below All progress payments will be on the basis of the progress of the Work and actual quantity of Work completed, in accordance with Article 6 "Measurement and Payment" of the General Conditions. 5 1 1 Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage or actual quantity of Work complete, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with the General Conditions. The OWNER shall make payment within 30 days of receipt of application for payment by the ENGINEER. 5 1.2 Each progress payment shall be less retainage as specified in Paragraph 6 06 of the General Conditions, and further less all previous payments and all further sums that may be retained by the OWNER under the terms of this Agreement. It is understood, however; that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the CONTRACTOR, the OWNER may upon 4-2015 00500-2 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT written recommendation of the ENGINEER pay a reasonable and equitable portion of the retained percentage to the CONTRACTOR, or the CONTRACTOR at the OWNER's option, may be relieved of the obligation to fully complete the Work and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under"Final Payment." 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 6 09 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 6 09 Article 6 INTEREST Interest on any overdue payment from OWNER to CONTRACTOR shall be paid in accordance with the provisions of Chapter 2251 025 of the Texas Government Code, as amended. Article 7 CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations. 7 1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. 7.2 CONTRACTOR has studied carefully all available surveys, assessments, reports of explorations, investigations, and tests of subsurface conditions and drawings of physical conditions of the site. Such technical reports and drawings are not Contract Documents, and Owner makes no representations or warranties as to the accuracy of such documents or information, or to whether or not they are complete, comprehensive, or all-inclusive. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies. (in addition to or to supplement those referred to in paragraphs 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work, and CONTRACTOR assumes the risk of such subsurface and physical conditions, and shall furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, explorations,tests, reports, and studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7 4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract documents with respect to existing underground facilities 4-2015 00500-3 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and finish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract Documents. 7 6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies in the Contract Documents of which Contractor knew or should have known,.and CONTRACTOR shall perform the Work at the Contract Price; within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including any written resolution of any such conflict, error or discrepancy by ENGINEER. In the event of a conflict that was not brought to the OWNER's or ENGINEER's attention prior to the bid, the CONTRACTOR is assumed to have bid the most expensive alternative Article 8 CONTRACT DOCUMENTS The Contract Documents, which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work, consist of the following, each of which are incorporated herein by reference: 8 1 Standard Form of Agreement(Section 00500) 8.2 Performance, Payment, and/or Maintenance Bonds (Sections 00610, 00611, and 00612) 8.3 General Conditions of Agreement (Section 00700), including Attachment No 1 Workers' Compensation Insurance Coverage, Attachment No 2 Agreement for Final Payment and Contractor's Sworn Release, and Attachment No 3 Owner's Insurance Requirements of Contractor 8 4 Special Conditions of Agreement(Section 00800). 8 5 Plans, consisting of sheets numbered 1 through 1 inclusive with attachments with each sheet bearing the following general title Green Tee Re-Pump Abandonment. 8 6 Instructions to Bidders and CONTRACTOR's Bid Proposal, including any Addenda referenced therein. 8 7 Technical Specifications for the Work. 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. 4-2015 00500-4 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT There are no Contract Documents other than those listed above in this Article 8 The Contract Documents may only be amended, modified or supplemented as provided in the General Conditions. Article 9 MISCELLANEOUS 9 1 Terms used in this Agreement which are defined in Section 1, "Definitions and Interpretations" of the General Conditions will have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound, and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representative to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9 4 CONTRACTOR agrees to warranty the Work for a period of one (1) year from Substantial Completion against defects in materials and workmanship. CONTRACTOR agrees to repair or replace any defective work within this warranty period immediately unless such repairs require long lead time materials and equipment in which case CONTRACTOR shall provide an agreeable schedule for repairs at no additional cost to OWNER. 9.5 The Work will be completed according to the Contract Documents and in accordance with codes, ordinances, and construction standards of the City of Pearland, and all applicable laws, codes and regulations of governmental authorities. 9 6 In the event any notice period required under the Contract Documents is found.to be shorter than any minimum period prescribed by applicable law, the notice period required shall be construed to be the minimum period prescribed by applicable law 9 7 This Contract and the Contract Documents, insofar as .they relate in any part or in any way to the Work'undertaken therein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between said parties, except as aforesaid, and that any additions thereto or changes shall be in writing. 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 4-2015 00500-5 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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 atte tation by authorized representatives of the City of Pearland and upon the following date: QC4Obe le' if-k. , 20a3 OWNER. CONTRACTO CITY OF P NE ATE fo�fS Coa$tfgction aG By w� By TOC S0(n N e f/e_ Title (::--2,4 /7 ,._/ Title- P-re sicCPti f Date /6//V2i23 Date: 0L41)be f c 610, 3 (Corporate Seal) A tli ATTESTAly-g../f104ATTEST " Address for giving notices ,,.�pti�R1�N6,,,, 5 305 C'/.�.e5Ae,/ r) '- 4 Fr...; I% : cn 775CC4 ''''','''i„,,,,,,,,,,,,,,,,,,,,,, Phone- 5i- 73.3- 33 Fax. Agent for service of process. 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 CITY OF PEARLAND STANDARD FORM OF AGREEMENT APPENDIX B House Bill 89 Verification lason Ntrde (Person name), the undersigned representative (hereafter referred to as "Representative") of Ne r p� rorn&rs Covec4 UGi 0n LLt (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 SIG 11-4 -1 A URE OF EPRESENTATIVE SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this day of CG4Qr'S , 202 �.• MARISA NERIE %��tY PV6. Notary Public,State of Texas Notary P lic " Comm.Expires 06-10-2025 '7,1o;,1, Notary ID 133149760 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 I 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. 2023-1078209 Nerie Brothers Construction LLC Pearland ,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 10/02/2023 being filed. Nerie Brothers Construction LLC 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. CERTBUS Sewer and Water Rehabilitation Construction Services Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary 5 Check only if there is NO Interested Party X 6 UNSWORN DECLARATION My name is Jason Nerie and my date of birth is 08/12/1973 My address is 5305 Colmesneil Dr , Pearland , TX , 77584 , USA (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in Brazoria County, State of Texas ,on the 9th day of October ,20 23 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.5.1.e4ef7e73 CITY OF PEARLAND PERFORMANCE BOND Section 00610 Bond No. B3290425 PERFORMANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That Nerie Brothers Construction LLC of the City of Houston , County of Harris , and State of Texas, as principal, and The Cincinnati 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$ 122,150 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 9th day of October , 2023 , (the "Contract") to commence and complete the construction of certain improvements described as follows. Green Tee Re-Pump Abandonment 2711 Tipperary Rd City of Pearland, Texas COP PN: WA2204 BID NO.• ITB 0823-20 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 9th day of October , 2023 Principal. Surety Nerie Broth s Constructi n LLC The incinnati Insurance Company By. By. Title: Are 5ae..4 T Title Blaine Allen,Attorney-in-Fact Address. Address. 3213 Fuqua St. p 0 Box 145496 Houston,TX 77047 Cincinnati, OH 45250-5496 Telephone: (281) 733-3388 Telephone. (513) 870-2000 Fax. N/A Fax. N/A NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 12/2007 00610-2 of 2 CITY OF PEARLAND PAYMENT BOND Section 00611 Bond No. B3290425 PAYMENT BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That Nerie Brothers Construction LLC of the City of Houston , County of Harris , and State of Texas, as principal, and The Cincinnati Insurance Company authonzed 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$ 122,150.00 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 Pnncipal has entered into a certain written contract with the Owner, effective as of the 9th day of October , 2023 , (the "Contract") to commence and complete the construction of certain improvements described as follows. Green Tee Re-Pump Abandonment 2711 Tipperary Rd City of Pearland,Texas COP PN: WA2204 BID NO. ITB'0823-20 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 m full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder 07/2006 00611 - 1 of 2 CITY OF PEARLAND PAYMENT BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 9th day of October ,2023 Principal. Surety. Nerie Brother Constructio LC The Ci inn ti Insu ante Company By By• Title. '641 S Title: Blaine Allen,Attorney-in-Fact Address Address. 3213 Fuqua St. P O Box 145496 Houston. TX 77047 Cincinnati, OH 45250-5496 Telephone: (281)733-3388 Telephone• (513) 870-2000 Fax. N/A Fax. N/A NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 07/2006 00611 -2 of 2 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND Section 00612 Bond No. B3290425 ONE-YEAR MAINTENANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS That Nerie Brothers Construction LLC of the City of Houston , County of Harris , and State of Texas, as principal, and The Cincinnati 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$ 122,150 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 9th day of October , 20 23 , (the "Contract") to commence and complete the construction of certain improvements described as follows. Green Tee Re-Pump Abandonment 2711 Tipperary Rd City of Pearland, Texas COP PN: WA2204 BID NO.: ITB 0823-20 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 m accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder 07/2006 00612- 1 of 2 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND IN WITNESS WHEREOF, the said Pnncipal and Surety have signed and sealed this instrument this 9th day of October , 2023 Principal. Surety. Nerie Brother Constructio LC The Cincinnati Insurance Company By. i, ._ By. K14a..)--j---- Title: Ate s(VE4 7 Title: Blaine Allen,Attorney-in-Fact Address Address. 3213 Fuqua St. P.O. Box 145496 Houston. TX 77047 Cincinnati, OH 45250-5496 Telephone: (281)733-3388 Telephone (513) 870-2000 Fax. IWA Fax. N/A NOTICE. THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER, 1-800-252-3439. END OF SECTION 07/2006 00612-2 of 2 CITY OF PEARLAND PARTIAL WAIVER OF LIEN Section 00615 PARTIAL WAIVER OF LIEN AND PAYMENT AFFIDAVIT The undersigned contracted with City of Pearland to furmsh _ in connection with certain improvements to real property located in the City of Pearland, TX and owned by the City of Pearland which improvements are described as follows In consideration of Pay Estimate No in the amount of$ the undersigned, on oath, states that all persons and firms who supplied labor and materials to the undersigned in connection with said Project will be fully paid within 30 days of the date of this document by the undersigned for such work through In consideration of the payment herewith made, the undersigned does fully and finally release and hold harmless the City of Pearland and its surety, if any, through the above date from any and all claims, hens, 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 CONDITTIONS OF AGREEMENT Section 00700 GENERAL CONDITIONS OF AGREEMENT TABLE OF CONTENTS Page No. 1.0 DEFINITIONS AND INTERPRETATIONS 1 1 01 Owner, Contractor and Engineer 1 02 Contract Documents 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 Keepmg 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 OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4 16 Layout of Work 4 17 Shop Drawings 4 18 Engineer-Contractor Relationship; Observations 4 19 Observation and Testing 4.20 Defects and Their Remedies 4.21 Liability for Proper Performance 4.22 Protection Against Accident To Employees and the Public 4.23 Protection of Adjoining Property 4.24 Protection against Claims of Subcontractors,Laborers, Materialmen, and Furnishers of Equipment,Machinery and Supplies 4.25 Protection Against Royalties or Patented Invention 4.26 Indemnification 4.27 Losses From Natural Causes 4.28 Guarantee 5.0 PROSECUTION AND PROGRESS 18 5 01 Time and Order of Completion 5 02 Extension of Time 5 03 Hindrances and Delays 5 04 Suspension of Work 5 05 Liquidated Damages for Delay 5 06 Change of Contract Time 5 07 Delays Beyond Owner's and Contractor's Control 6.0 MEASUREMENT AND PAYMENT 21 6 01 Discrepancies and Omissions 6 02 Quantities and Measurements 10-2012 00700-iii CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6 03 Estimated Quantities 6 04 Price of Work 6.05 Payments 6.06 Partial Payments 6.07 Use of Completed Portions &Punchhst 6.08 Substantial Completion 6.08-1 6 09 Final Payment 6.10 Correction of Work Before Final Payment 6 11 Correction of Work After Final Payment 6.12 Payments Withheld 6 13 Delayed Payments 7.0 EXTRA WORK AND CLAIMS 21 7 01 Differing Site Conditions 7 02 Change Orders 7 03 Change Orders 7 04 Request for Work Approval for Work on Non-Work Days 7 05 Minor Changes 7 06 Extra Work 7 07 Time of Filing Claims 8.0 DEFAULT 30 8.01 Default by Contractor 8 02 Supplementation of Contractor Forces 8 03 Cumulative Remedies& Specific Performance 8.04 Cross-Default 10-2012 00700-iv CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 8 05 Insolvency 8.06 Contingent Assignment 8 07 Waiver of Consequential Damages 8.08 Termination for Convenience 8 09 Default by Owner 9.0 DISPUTE RESOLUTION 35 ATTACHMENT NO 1 WORKERS' COMPENSATION INSURANCE COVERAGE Al ATTACHMENT NO 2 AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE B1 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 term ENGINEER as used in these General Conditions shall refer to the Engineer or Architect identified in the Agreement, as applicable, and means a person authorized to act as a representative of the entity designated by the OWNER to provide professional services required in connection with the preparation of plans and specifications of this Contract. The term CONSTRUCTION MANAGER as used in these General Conditions shall refer to the Construction Manager identified in the Agreement, as applicable, and means a person authorized to act as representative of the entity designated by the OWNER to provide professional services required in connection with the performance of the work of this Contract. The Owner's representative on the project site shall be the CONSTRUCTION MANAGER or ENGINEER as designated. 1 02 CONTRACT DOCUMENTS The Contract Documents shall consist of all of the documents identified in Article 8 of the Standard Form of Agreement, which documents, excluding such documents as may be delivered or issued after the Effective Date of the Agreement, as referenced in Article 8, shall be bound together in a Project Manual for the Work. All references to the "Contract" or the "Agreement" in these General Conditions of Agreement - shall include the Contract Documents. The Contract Documents are complementary, and what is required by one shall be binding as if required by all. In the event of any conflict among the Contract Documents, the Contract Documents shall govern in the following order (1) Modifications in writing and signed by both parties, including any Change Orders. (2) Standard Form of Agreement. (3) Special Conditions of Agreement. (4) General Conditions of Agreement, including Attachment No 1 — Workers' Compensation Insurance Coverage, Attachment No 2 — Agreement for Final Payment and CONTRACTOR'S Sworn Release, and Attachment No 3 — Owner's Insurance Requirements of Contractor (5) ; Addenda, if any (6) Plans and Specifications referenced or included in the Project Manual. (7) Instructions to Bidders. (8) Bid Proposal. 10-2012 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 stnngent 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 project management software to the individual.or to a partner of the partnership or joint venture, or to an officer of the corporation or company for whom it is intended, or if delivered at or sent by Certified Mail, Return Receipt Requested, to the last known business address or registered office of such individual, partnership, joint venture or corporation or company, or to the address for giving notices listed in the Standard Form of Agreement. 1 05 WORK. Unless otherwise stipulated, the CONTRACTOR shall provide and pay for all materials, supplies, machinery, equipment; tools, superintendence, labor; services, insurance, and all water, light, power, fuel, transportation and all other facilities or services of any nature whatsoever necessary for the execution and completion of the Work described in the Standard Form of Agreement. Unless otherwise specified; all materials shall'be new, and both workmanship and materials shall be of good quality The CONTRACTOR shall, if required by the ENGINEER as representative of the OWNER, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well-known, technical or trade meaning shall be held to refer to such recognized standards. All work shall be done and all materials shall be furnished in strict conformity with the Contract Documents. 1 06 EXTRA WORK. The term "Extra Work", as used in this Contract, shall be understood to mean and include all work that may be required by the ENGINEER as representative of the OWNER,to be performed by the CONTRACTOR to accomplish any change, alteration or addition to the work shown in the plans. Extra work shall be authorized in writing by the ENGINEER prior to commencement. Extra Work items are paid for on an as needed; as authorized basis only 1 07 WORK DAY As used herein,'a "Work Day" is defined as any Monday through Friday, not a legal holiday, and any Saturday or Sunday specifically approved by the OWNER, in which the CONTRACTOR can perform six or more hours of work per the current construction 10-2012 00700-2 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT schedule. CONTRACTOR agrees to request specific approval from the Construction Manager or Owner, in advance, to perform work on Saturdays or Sundays and in so doing agrees to pay all charges and costs for Inspection and or Construction Management services required during the performance of any such approved work. Refer to paragraph 7 05 for procedure to determine cost for Construction Management and Inspection Services for work on non-work days. 1 07-1 RAIN DAY As used herein, is defined as any WORK DAY during which weather related conditions prevent the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items as identified in the current construction schedule. CONTRACTOR shall record Rain Days on the Pay Application each month for the review and possible approval by the OWNER. The approved Rain Day is then added to the Contract Time. (See 1 12 Contract Time below) 1 07-2 IMPACT DAY As used herein, is a day that is added to the CONTRACT TIME by the OWNER by Change Order to extend the Contract Time by one full Work Day (See 1 12 Contract Time below) Impact Days, once approved by the OWNER, shall extend the Contract Time on a one-to-one basis to replace a Work Day lost to conditions that prevented the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items. Impact Days are added to the Contract Time by Change Order only at the end of the work and then only if, in the opinion of the OWNER, a time extension is warranted due to delays beyond the control of the Contractor and required to complete the work within the Contract Time. 1 08 CALENDAR DAY A "calendar day" is any day of the week, month or year no days being excepted. Unless otherwise expressly provided, all references to "day(s)" shall mean calendar day(s) 1 09 SUBSTANTIALLY COMPLETED The terms "Substantially Completed", or "Substantially Complete" or "Substantial Completion" as used in this Contract, shall mean that all major process components of the facility or work have been made suitable for use or occupancy, including appropriate documentation from the equipment suppliers that all of the individual components have been installed in accordance with the specifications and manufacturer's recommendations, the installations have been approved by the ENGINEER and the items have met the start-up and testing requirements of the contract documents or is deemed to be in a condition to serve its intended purpose or requires only minor miscellaneous work and adjustment to achieve Final Completion and Acceptance as determined by the ENGINEER. Upon compliance with the above referenced criteria, ENGINEER shall issue a Certificate of Substantial Completion. PARTIAL SUBSTANTIAL COMPLETION designation will be given on components of the Work that must be placed into service prior to the completion of the entire Work. The contractor's One Year Warranty period for these items shall begin on the date of Partial Substantial Completion as designated by the ENGINEER. The ENGINEER shall determine and make all such designations. 1 10 INTERPRETATION OF WORDS AND PHRASES Whenever the words "directed", "permitted", "designated", "required", "ordered", "considered necessary", "prescribed" or words of like import are used, it shall be understood that the direction, requirement,permission, order, opinion designation or prescription of the ENGINEER as the OWNER's representative is intended. Similarly, the words "approved", "acceptable", "satisfactory" or words of like import 10-2012 00700-3 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT shall mean that no exception is taken by ENGINEER but does not relieve CONTRACTOR of responsibility for compliance with the Contract Documents. 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 10-2012 00700-4 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 - inconsistencies in the Contract Documents noted by the CONTRACTOR, and/or any variance between the Contract Documents and applicable codes, standards or ordinances, shall be promptly reported by CONTRACTOR to ENGINEER in writing as a Request for Information. Work performed prior to a Request for Information shall be at the Contractor's risk. If CONTRACTOR fails to perform its obligations under this paragraph, 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 this Contract, otherwise, such additional work shall be paid for as provided under Article 7 hereof for Extra Work. In case the 'OWNER shall make such changes or alterations as shall make useless any Work already done or material already furnished or used in said Work, then the OWNER shall compensate the CONTRACTOR for any material or labor so used and for any actual loss occasioned by such change due to actual expenses incurred in preparation for the Work as originally planned. 10-2012 00700-5 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 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 dunng 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 carned 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 10-2012 00700-6 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT requesting prior inspection or approval, he shall bear all expense of taking up, removing and replacing this work if so directed by the ENGINEER. 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 kinds of Work, which are to be paid for under this Contract. The ENGINEER shall address all questions in relation to said Work and the construction thereof, as well as all claims, disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the Work or the interpretation of the Contract Documents. In the event the ENGINEER shall become aware of or shall receive information that there is a dispute or a possible dispute as to the reasonable interpretation of the terms and conditions of the Contract Documents, or any other dispute or question, the ENGINEER shall, within a reasonable time, provide a written interpretation of the Contract Documents or a written decision on all questions arising relative to the execution of the Work, copies of which shall be delivered to all parties to the Contract. If the CONTRACTOR or OWNER desires to take exception to any directions, order, interpretation or instructions of the ENGINEER, CONTRACTOR or OWNER shall present any such claim to the ENGINEER in accordance with the provisions of Section 7 04 3 06 RECOMMENDATION OF PAYMENT The ENGINEER shall review the CONTRACTOR's application for payment and supporting documents, shall determine the amount owed to the CONTRACTOR and shall provide written recommendation to the OWNER for payment to the CONTRACTOR in such amount. Such recommendation of payment to CONTRACTOR shall constitute a representation to the OWNER of the ENGINEER's judgment that the work has progressed to the point indicated, to the best of his knowledge, information and belief; however, such recommendation of an application for payment to CONTRACTOR shall not be deemed an acceptance of any defective or non-conforming Work. Any recommendation of payment by the ENGINEER shall be subject to OWNER's rights to withhold payment under Section 6 11 and as otherwise provided in the Contract. 10-2012 00700-7 of 36 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 rt 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 rt to be contrary to such laws, codes, ordinances, rules or regulations, or if CONTRACTOR reasonably should have known of any.such violation, and without such notice to the ENGINEER, CONTRACTOR shall bear all costs arising therefrom. { The OWNER is a Political Subdivision of the State of Texas, and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the OWNER may enter into contracts, shall be controlling and shall be considered as part of this Contract to the same effect as though embodied herein. Neither the act 10-2012 00700-8 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT of OWNER entering into this Contract, nor OWNER's performance hereunder, shall constitute a waiver of any immunity from suit enjoyed by OWNER under applicable law, all such rights and defenses being hereby expressly reserved, notwithstanding any term or provision herein to the contrary The Code of Ordinances and other applicable regulations of the OWNER shall be deemed to be embodied in this Contract. The prevailing wage rates applicable to this Project shall be either Document 00811 —Wage Scale for Engineering Construction, or Document 00813 —Wage Scale for Building Construction, or both, as set out in the Project Manual. 4 04 ASSIGNMENT AND SUBLETTING The CONTRACTOR further agrees that he will retain personal control and will give his personal attention to the fulfillment of this Contract and that he will not assign, by power of attorney or otherwise, or sublet said Contract, or any rights, duties or obligations arising thereunder, in whole or in part, without the prior written consent of the OWNER, and that no part or feature of the Work will be sublet to anyone objectionable to the ENGINEER or the OWNER. In addition, the OWNER reserves the right to disapprove the subletting of this Contract or any portion hereof on any basis whatsoever The CONTRACTOR further agrees that the. subletting .of any portion or feature of the Work or materials required in the performance of this Contract shall not relieve the CONTRACTOR from his obligations to the OWNER, as provided for by this Agreement. 4 05 PERFORMANCE, PAYMENT AND MAINTENANCE BONDS In the event the. Contract Price shall be in excess of $25,000 00, the CONTRACTOR shall execute separate Performance, Payment and Maintenance Bonds, each in the sum of one hundred percent(100%) of the Contract Price, and each in accordance with the provisions of Chapter 2253 of the Texas Government Code. If the Contract Price does not exceed $25,000 00, the statutory bonds will not be required. All required Bonds shall be payable to OWNER and on forms approved by the OWNER and shall be executed by a corporate surety in accordance with Article 7 19-1 of the Texas Insurance Code. It is agreed that the Contract shall not be in effect until such original Performance, Payment and Maintenance Bonds are delivered to and approved by the OWNER. The cost of the premium for the Performance, Payment and Maintenance Bonds, should Maintenance Bonds be required, shall be included in .the CONTRACTOR'S Bid Proposal. All bonds shall be issued by Texas Department of Insurance approved surety companies. 4 06 INSURANCE. The CONTRACTOR, at his own expense, shall procure, maintain and keep in force throughout the duration of the Work, and throughout the Guarantee Period, insurance as specified in Attachment No 1 hereto with regard to Workers' Compensation Insurance, and as specified in Attachment No 3 hereto with regard to all other Insurance. Such insurance shall be carried with an insurance company licensed to transact business in the State of Texas and shall cover all operations in connection with this Contract, whether performed by the. CONTRACTOR or a subcontractor, or others for whom CONTRACTOR is responsible. 4 07 PERMITS AND FEES Unless otherwise provided in the Contract Documents,the Contractor shall secure and pay for all permits, licenses, and inspections necessary for proper execution and completion of the Work, and which are legally required at the time bids are received. Permits required by the City of Pearland will be issued as a NO FEE permit. 4 08 TEXAS STATE SALES TAX. Materials incorporated-into this project are exempt from State Sales according to provisions of the Texas Tax Code, Chapter 151, Subsection H. 10-2012 00700-9 of 3'6 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 i accepted. The building or placement of structures for housing workers or offices, or the erection of tents or other forms of protection, will be permitted only with the ENGINEER's written permission, and at 10-2012 00700- 10 of 36 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, debris and trash at the end of each workday 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 performed from the "Control" documents provided in the plans and shall accomplish this work in a manner acceptable to the ENGINEER and in conformance with the Contract Documents. 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 10-2012 00700- 11 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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. See section 7 01 Differing Site Conditions. 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, single electronic copies of submittals uploaded to the ProTrak system, unless otherwise specified, of all shop and/or setting drawings and schedules required for the work of the various trades. Contractor will check and approve shop drawings for compliance with requirements of Contract Documents and will so certify by stamp on each drawing prior to submittal to ENGINEER. Any drawings submitted without Contractor's stamp of approval will not be considered and will be returned to him for proper submission. The ENGINEER shall pass upon them with reasonable promptness, indicating desired corrections. The CONTRACTOR shall make any corrections required by the ENGINEER, file with him two (2) corrected copies and furnish such other copies as may be needed. The ENGINEER's approval of such drawings or schedules shall not relieve the CONTRACTOR from responsibility for deviations from the Contract Documents, unless he has, in writing, called the ENGINEER's attention to such deviations at the time of the submission, and the ENGINEER has acknowledged and accepted such deviations in writing, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR's responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required Contract Work in accordance with the Contract Documents, and within the Contract Time. Such review by the ENGINEER shall be for the sole purpose of determining the apparent sufficiency of said drawings or schedules to result in finished improvements in conformity with the Contract Documents, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during 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 project management software. The OWNER, ENGINEER and CONTRACTOR shall each retain such hard copies from 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 10-2012 00700- 12 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 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 being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the.American Society for Testing and Materials, or such-other applicable organization as may be required by law or the Contract Documents. If any Work, which is required to be inspected, tested or approved, is covered up without written approval or consent of the OWNER or the ENGINEER, it must, if requested by the OWNER or the ENGINEER, be uncovered for observation and testing, at the sole expense of the CONTRACTOR. The cost of all such inspections, tests and approvals shall be borne by the 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. 10-2012 00700- 13 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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. 4.21 LIABILITY FOR PROPER PERFORMANCE. Engineering construction drawings and specifications, as well as any additional instructions and information concerning the Work to be performed, passing from or through the ENGINEER, shall not be interpreted as requiring or allowing the CONTRACTOR to deviate from the Contract Documents, the intent of such drawings, specifications and any other such instructions being to define with particularity the agreement of the parties as to Work the CONTRACTOR is to perform. CONTRACTOR shall be fully and completely liable and contractually bound, at his own expense, for design, construction, installation and use or non-use of all items and methods incident to the performance of the Contract, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, similar items or devices used by him during construction, and work performed either directly or incident to construction, and for all loss, damage or injury incident thereto, either to person or property, whether such damage be suffered by the ENGINEER,the OWNER or any other person not a party to this Contract. Any review of Work in progress or any visit or observation during construction, or any clarification of Contract Documents by the ENGINEER or OWNER, or any agent, employee or representative of either of them, whether through personal observation on the Project site or by means of approval of shop drawings for construction or construction processes, or by other means or methods, is agreed by the CONTRACTOR to be for the purpose of observing the extent and nature of Work completed or being performed, as measured against the Contract Documents, or for the purpose of enabling the CONTRACTOR to more fully understand the Contract Documents so that the completed construction Work will conform thereto, and shall in no way relieve the CONTRACTOR from full and complete responsibility for proper performance of his Work on the Project, including, without limitation, the propriety of means and methods of the CONTRACTOR in performing said Contract, and the adequacy of any designs, plans or other facilities for accomplishing such performance. Any action by the ENGINEER or the OWNER in visiting or observing during construction, or any clarification of Contract Documents shall not constitute a waiver of CONTRACTOR'S liability for damages as herein set out. Deviation by the CONTRACTOR from Contract Documents, whether called to the CONTRACTOR's attention or not, shall in no way relieve CONTRACTOR from his responsibility to complete all work in accordance with said Contract Documents, and further shall not relieve 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 10-2012 00700- 14 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT others on or near the Work and shall comply with all applicable provisions of federal, state and _ municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded, as a minimum, in accordance with the "Manual of Accident --- Prevention in Construction" of the Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The CONTRACTOR shall provide all necessary machinery guards, safe walkways, ladders, bridges, gangplanks, barricades, fences,traffic control, warning signs and other safety devices. 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, 10-2012 00700- 15 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT WORKERS, MECHANICS, MATERIALMEN AND FURNISHERS OF MACHINERY AND PARTS THEREOF, EQUIPMENT, POWER TOOLS AND ALL SUPPLIES, INCLUDING COMMISSARY, INCURRED IN THE FURTHERANCE OF THE PERFORMANCE OF THIS 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 sufficient to liquidate any and all such claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payments to the CONTRACTOR shall be resumed in full, in accordance with the terms of this Contract. Any and all communications between any parties under this paragraph shall be in writing. Nothing contained in this paragraph or this Agreement shall create, establish or impose any relationship, contractual or otherwise, between OWNER and any subcontractor, laborer or supplier of CONTRACTOR, nor shall it create, establish or impose any duty upon OWNER to pay or to see to the payment of any subcontractor, laborer or supplier of CONTRACTOR. 4.25 PROTECTION AGAINST ROYALTIES OR PATENTED INVENTION The CONTRACTOR shall pay all royalties and license fees and shall provide for the use of any design, device, material or process covered by letters patent or copyright, by suitable legal agreement with the patentee or owner thereof THE CONTRACTOR SHALL DEFEND ALL SUITS OR CLAIMS FOR INFRINGEMENT OF ANY PATENT OR COPYRIGHT AND SHALL INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY LOSS OR LIABILITY ON ACCOUNT THEREOF, EXCEPT SUCH SUITS AND CLAIMS ARISING OUT OF A PARTICULAR DESIGN, DEVICE, MATERIAL OR PROCESS OR THE PRODUCT OF A PARTICULAR MANUFACTURER OR MANUFACTURERS SPECIFIED OR REQUIRED BY THE OWNER, PROVIDED, HOWEVER, IF CHOICE OF ALTERNATE DESIGN, DEVICE, MATERIAL OR PROCESS IS ALLOWED TO THE CONTRACTOR, OR IF CONTRACTOR KNEW OR SHOULD HAVE KNOWN OF THE PATENT OR COPYRIGHT AND FAILED TO PROMPTLY 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 10-2012 00700- 16 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 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 10-2012 00700- 17 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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. Comment Is this far reaching enough to protect the city from loss due to natural causes of materials, equipment and work in place and accepted at the time of loss? 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 meaning and intent of this Contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his Work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to economy of construction, provided, however, that the order and the time of prosecution shall be such that the Work shall be Substantially Completed as a whole and in part, in accordance with this Contract and the Contract Time; provided, also, that when the OWNER is having other work done, either by contract or by his own forces, the ENGINEER may direct the time and manner of constructing the Work done under this Contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized, and the CONTRACTOR shall fully cooperate and coordinate its Work with OWNER or such other contractors by any means determined by the Contractor except where determined to produce a risk to the health and safety of Contractor's or sub-contractors personnel, or the general public. Owner shall have the right to review and comment on any means or methods proposed by the Contractor and, in the event of finding unsafe conditions, halt that work if, in the opinion of the Owner or Engineer, such risk is deemed present. 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 10-2012 00700- 18 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT completion of the Work within the Contract Time, and/or shall show such recovery efforts as CONTRACTOR intends to undertake in the event Substantial Completion of the Work is delayed. 5 02 EXTENSION OF TIME. The CONTRACTOR agrees that he has submitted his Bid Proposal in full recognition of the time required for the completion of this Project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions as hereinafter set forth, and that he shall not be entitled to, nor will he request, an extension of time on this Contract, except when Substantial Completion of the Work has been delayed solely by strikes, lockouts, fires, Acts of God, or by any other cause which the ENGINEER shall decide justifies the delay The 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 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 ofi 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 Owner and the Contractor hereby agree that 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. 10-2012 00700- 19 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 cannot be accurately measured or that ascertainment will be difficult. Therefore, the parties agree that for each and every calendar day the Work or any portion thereof shall remain uncompleted after the expiration of the Contract Time, the CONTRACTOR shall pay, as liquidated damages and as a reasonable estimate of OWNER's damages, and not as a penalty,the amount set out in the Standard Form of Agreement. However, the foregoing agreement as to liquidated damages constitutes only an agreement by the OWNER and the CONTRACTOR as to the amount of damages which the OWNER will sustain by reason of the CONTRACTOR'S failure to complete the work within the Contract Time. Should the OWNER suffer damage by reason of any other breach by CONTRACTOR, the OWNER may recover such actual damages in addition to any liquidated damages due. The OWNER shall have the right to deduct and withhold the amount of any and all such damages whether it be the minimum amount stipulated above or otherwise, from any monies owing by it to said CONTRACTOR, or the OWNER may recover such amount from the CONTRACTOR and the sureties of his bond, all of such remedies shall be cumulative and the OWNER shall not be required to elect any one nor be deemed to have made an election by proceeding to enforce any one remedy 5 06 CHANGE OF CONTRACT TIME. The Contract Time may only be changed by a Change Order Any claim for an adjustment of Contract Time shall be based on written notice delivered by the party making such claim to the other party and to the ENGINEER promptly, but in no event later than ten (10) days after the event-giving rise to the claim. Notice of the extent of the claim, along with supporting data, shall be delivered within thirty (30) days of the occurrence and shall be accompanied by the claimant's written representation that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in Contract Time shall be determined by the ENGINEER in accordance with the requirements of this paragraph. Contractor shall submit, as a minimum, the following data. A. Information showing that the time requested is not included in the existing Contract and in addition to the Contract. B Information documenting that the number of days requested is accurate for the event. 10-2012 00700-20 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 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, including the Contract Documents, and including any quantity 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 performed 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. 10-2012 00700-21 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6 04 PRICE OF WORK. It is agreed that it is the intent of this Contract that all Work described in the Bid Proposal, and Contract Documents, is to be done for the prices bid by the CONTRACTOR and that such prices shall include all appurtenances necessary to complete the Work in accordance with the intent of these Contract Documents as interpreted by the ENGINEER, and all costs, expenses, bond and insurance premiums, taxes, overhead, and profit. In consideration of the furnishing of all the necessary labor, equipment and material and the completion of all Work by the CONTRACTOR, and upon the completion of all Work and the delivery of all materials embraced in this Contract in full conformity with the Contract Documents, the OWNER agrees to pay to the CONTRACTOR the prices set forth in the Standard Form of Agreement, OWNER and CONTRACTOR agree that the Contract is a unit cost agreement, unless stated otherwise, and that the final Contract amount is equal to the unit cost multiplied by the number of units authorized, installed and approved by the Owner The OWNER does not assume any obligation to pay for any services, materials or units of work not actually authorized and installed. 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 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, furmsh the OWNER or the ENGINEER with an affidavit showing the CONTRACTOR's total outstanding indebtedness in connection with the Work. Before Final Payment is made, the CONTRACTOR shall satisfy the OWNER, by affidavit or otherwise, that there are no unpaid claims due subcontractors, suppliers or laborers by reason of any Work under the Contract. Acceptance by CONTRACTOR of Final Payment shall constitute a waiver of any and all claims of whatsoever nature against OWNER, arising out of or related to the Contract, or the Work, or any acts or omissions of OWNER or ENGINEER, which have not theretofore been timely filed as provided in this Contract. 6 06 PARTIAL PAYMENTS When the Contract Price is a lump sum amount,prior to the first Application for Payment, CONTRACTOR shall submit to ENGINEER for review and approval a Schedule of Values, which shall fairly allocate the entire Contract Price among the various portions of the Work and shall be prepared in such form and supported by such data to substantiate its accuracy as the ENGINEER may reasonably require. The Schedule of Values shall follow the trade divisions of the Specifications so far as practicable. Upon approval, this Schedule of Values shall be used by ENGINEER as the basis for reviewing the Contractor's Application for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. On or before the tenth day of each month, the CONTRACTOR shall prepare and submit to the ENGINEER, for approval or correction, an application for partial payment, being a statement showing as completely as practicable, the agreed unit quantities or percentages of completed and approved Work and extended total value of the Work done by the CONTRACTOR up to and including the twenty-fifth day of the preceding month, said statement shall also include the value of all conforming materials to be fabricated into the Work and stored in accordance with manufacturer's recommendations and as approved by the OWNER or ENGINEER at the Work site 10-2012 00700-22 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT only Payment for materials stored but not incorporating into the Work shall be based solely on the Contractor's identification of this material and his enumeration of this cost as separate components of the work item, i.e., material/ installation. The Contractor's Schedule of Values shall identify Work anticipated to require separate payment for material stored and separate those costs from the costs to install in the Schedule of Values. No payment will be made for materials stored until OWNER has approved in writing storage at the Work site. The ENGINEER shall then review such statement of umt quantities and application for partial payment and the progress of the Work made by the CONTRACTOR and, within ten days after the date ENGINEER receives CONTRACTOR's application for payment, if the application is found to be accurate and correct and the WORK conforming to the requirements of the Contract Documents, the ENGINEER shall certify the application for partial payment and shall deliver his preliminary certification for payment to the OWNER and the CONTRACTOR, or, if the ENGINEER finds that CONTRACTOR's application for payment contains an error or is otherwise disputed, he shall notify CONTRACTOR of such error or dispute, and request that the application be corrected and deliver it to the OWNER and CONTRACTOR. ENGINEER'S notice to CONTRACTOR that a bona fide dispute for payment exists shall include a list of the specific reasons for nonpayment. All payment applications made by CONTRACTOR and delivered to ENGINEER and all verifications and certification of such applications shall be made and transmitted within the City's 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. The OWNER shall then pay the CONTRACTOR, within thirty (30) days of the date of ENGINEER's receipt of the application for payment, the undisputed balance due, less applicable retainage, and further less all previous payments and all further sums that may be retained or withheld by the OWNER under the terms of this Agreement. CONTRACTOR may submit a corrected application for payment after its receipt of the ENGINEER's notice of error or dispute, and such corrected application for payment shall be reviewed by the ENGINEER and disputed or paid under the same procedure and within the same time limits set out above As a condition of any progress payment under this Agreement, CONTRACTOR shall execute and deliver to ENGINEER and OWNER a partial release of all claims, direct or indirect, at law or in equity, arising out of or related to the Work to date, excluding retainage or any claims previously submitted as required under the terms of the Contract, and specifically identified and excluded by CONTRACTOR in the release. OWNER shall be entitled to retain from each progress payment five percent (5%) of the amount thereof. Such retainage shall be retained until Final Completion and satisfaction of all conditions for Final Payment. It is understood, however, that in case the whole Work be near to completion, as certified by the ENGINEER, and some unexpected or unusual delay occurs, through no neglect or fault on the part of the CONTRACTOR, the OWNER may, upon written recommendation of the ENGINEER, pay a reasonable and equitable portion of the retained percentage to the 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 08 FINAL PAYMENT" 10-2012 00700-23 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT The Owner at its option and in compliance with Texas law may reduce retainage to less than the above-stated percentages. 6 07 USE OF COMPLETED PORTIONS & PUNCHLIST The OWNER shall have the right to take possession of and use any completed or partially completed portions of the Work, notwithstanding that the time for completing the entire work or such portions may not have expired, but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use increases the cost of or delays the Work, the CONTRACTOR shall promptly and within three (3) days of OWNER's taking possession, give OWNER written notice of same, and CONTRACTOR may be entitled to such extra compensation or extension of time, or both, as may be determined in accordance with the provisions of this Agreement. 6 08 SUBSTANTIAL COMPLETION The CONTRACTOR shall notify the OWNER AND ENGINEER, by letter executed by a duly qualified officer of CONTRACTOR, that in CONTRACTOR's opinion, the Work of the Contract, or an agreed portion thereof, is "Substantially Complete" Such notification shall include a list of all outstanding or incomplete items. Upon receipt, and within a reasonable time thereafter, of such notice, the ENGINEER and the CONTRACTOR shall jointly perform a walk-through and inspection of the Work to determine 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 Punchhst work,has been fully completed in strict accordance with the Contract Documents. 10-2012 00700-24 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (b) the Contract has been fully performed except for the CONTRACTOR's responsibility to correct nonconforming Work during the warranty period set forth in the Contract Documents, and to satisfy other requirements, if any, which necessarily survive final payment. (c) CONTRACTOR delivers to OWNER a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to OWNER. (d) CONTRACTOR delivers to OWNER a Consent of Surety, if any, to final payment. (e) CONTRACTOR delivers to OWNER a complete set of As-Built Drawings, reflecting all deviations from the Plans, Specifications and approved shop drawings in the Work actually constructed, and delivers all maintenance and operating manuals and/or instructions. (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 10-2012 00700-25 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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. 6 10 CORRECTION OF WORK BEFORE FINAL PAYMENT The CONTRACTOR shall promptly remove from OWNER's premises all materials, equipment or Work which is defective or otherwise not in conformance with the Contract Documents, whether actually incorporated in the Work or not, and CONTRACTOR shall, at his own expense, promptly replace such materials, equipment or Work with other materials conforming to the requirements of the Contract. The CONTRACTOR shall also bear the expense of restoring all work of CONTRACTOR or other contractors damaged by any such removal or replacement. If 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 612 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. 10-2012 00700-26 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (f) Reasonable indication that the Work will not be completed within the Contract Time. (g) Failure on the part of the CONTRACTOR to execute any and all documents, releases or other documents presented to the CONTRACTOR for execution, as provided for herein or otherwise. (h) Liquidated or other damages due to late completion, and/or (i) Any breach by CONTRACTOR of this Contract or any other agreement between OWNER and CONTRACTOR. When the above grounds are removed to OWNER's satisfaction,the withheld payment shall be made promptly If the said causes are not so remedied, OWNER may remedy the same for CONTRACTOR's account, charge the entire cost thereof to CONTRACTOR and deduct such cost from the Contract Sum or from any payments due or to become due under any other agreement between OWNER and CONTRACTOR. 6 13 DELAYED PAYMENTS Should the OWNER fail to make payment to the CONTRACTOR when payment is due in accordance with the terms of the Contract Documents, any interest due CONTRACTOR for late payments shall accrue and be paid in accordance with the provisions of Chapter 2251 of the Texas Government Code, as amended, and payment of such interest shall fully liquidate and compensate any injury to the CONTRACTOR growing out of such delay in payment. Should OWNER fail to pay CONTRACTOR an undisputed amount due within the time limits provided in the Contract or applicable law, CONTRACTOR shall give the notice required and comply with the provisions of Section 2251 051 of the Texas Government Code and shall thereupon be entitled to the rights and remedies provided therein. 7.0 EXTRA WORK AND CLAIMS 7 01 DIFFERING SITE CONDITIONS During the progress of the work, if subsurface, latent physical conditions or unknown physical conditions of an unusual nature are encountered at the site that differ materially from those indicated in the contract or from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract,the CONTRACTOR shall notify the OWNER's Representative in writing within three (3) calendar days of the specific differing conditions before the site is disturbed and before the affected work is performed. (a) Upon written notification,the ENGINEER will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly The ENGINEER will notify the CONTRACTOR in writing of the determination whether or not an adjustment of the contract is warranted. (b)No contract adjustment which results in a benefit to the CONTRACTOR will be allowed unless the CONTRACTOR has provided the required written notice. 10-2012 00700-27 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (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. (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 07 CONTRACTOR'S request to work weekends, the Owner's Construction Manager shall, upon receipt of written notice by the CONTRACTOR of the need to conduct work on otherwise non-Work Days,prepare a cost estimate for providing Construction Management and Inspection services during the requested period and submit this to both OWNER and CONTRACTOR. If approved by both parties the Construction Manager shall prepare a Deductive Change Order in the amount stated in the estimate for the signature of the CONTRACTOR and the OWNER for inclusion in the next Pay Application. The Deductive Change Order must be signed and executed by both the OWNER and CONTRACTOR prior to start of work on any non-Work Day 7 05 MINOR CHANGES The ENGINEER may authorize minor changes in the Work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price or time. If the CONTRACTOR believes that any minor changes authorized by the ENGINEER involves Extra Work or entitles him to an increase in the Contract Price or the 10-2012 00700-28 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 arising out of or related to such changed work. 7 06 EXTRA WORK. It is agreed that the CONTRACTOR shall perform all work when presented with a written Change Order, Work Change Directive or Work Order signed by the ENGINEER, subject, however, to the right of the CONTRACTOR to require written confirmation of such Change Order, Work Change Directive or Work Order by the OWNER. It is agreed that the basis of compensation or adjustment to the CONTRACTOR for work either altered, added or deleted by a Change Order or Work Change Directive, or for which a claim for Extra Work is made, shall be determined by one or more of the following methods. Method(A) --By Contract unit prices applicable to the work, if any; or Method(B) --By agreed unit prices or agreed stipulated lump sum price; or Method(C) --If neither Method (A) nor Method (B) can be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "Actual Field Cost" of the work plus a) For subcontractors performing work mark-up shall be limited to fifteen percent, ten (10%) for the subcontractor plus five (5%) for the General Contractor or b) For the General Contractor alone, self-performing the extra work, without subcontractor, the mark-up shall not exceed ten percent (10%), as full and final compensation for the Extra Work and all costs and expenses, direct or indirect, arising out of or related thereto In the event said Extra Work or Change Order or Work Change Directive work is performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "Actual Field Cost" is hereby defined as the cost to the CONTRACTOR of all workers, such as foremen, timekeepers, mechanics and laborers, and materials, supplies, trucks, rentals of machinery and equipment, for the time actually employed or used on such Extra Work or Change Order or Work Change Directive work, plus actual transportation charges necessarily incurred together with all power, fuel, lubricants, water and similar operating expenses, plus all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security, Old Age Benefits and other payroll taxes, and a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation, and all other insurance as may be required by law or ordinance, or the Contract Documents,plus all payments to subcontractors for such work. The ENGINEER may direct the form in which accounts of the "Actual Field Cost" shall be kept and the records of these accounts shall be made available to the ENGINEER. The ENGINEER or OWNER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used, otherwise, these matters shall be 10-2012 00700-29 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using one hundred percent (100%), unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America where practicable. The mark-up of the "Actual Field Cost" to be paid to the CONTRACTOR, shall cover and compensate him for his profit, overhead, and all other elements of cost and expense not embraced within the "Actual Field Cost" as herein defined, save that where the CONTRACTOR's field office must be maintained solely on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "Actual Field Cost." No claim for Extra Work of any kind will be allowed unless ordered by the ENGINEER in a written Work Order In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the Contract Time, he shall make written request to the ENGINEER for a written Work Order authorizing such Extra Work within ten (10) days of ENGINEER's orders or instructions, otherwise the orders or instructions will be considered minor changes. The issuance 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 City's project management system and filed with the ENGINEER within three (3) days after the ENGINEER has given any directions, order or instruction to which the CONTRACTOR desires to take exception. The ENGINEER shall reply within thirty (30) days to such written exceptions and render his final decision in writing. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and binding upon the parties. In case the CONTRACTOR should desire to appeal from the ENGINEER's decision, the CONTRACTOR may request a meeting between representatives of the OWNER and the CONTRACTOR for the purposes of appealing the ENGINEER's decision 10-2012 00700-30 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT directly to the OWNER, such meeting to occur within ten (10) days after the date of the CONTRACTOR's request, or such longer period as may be agreed to by the parties in writing. If the CONTRACTOR shall still be aggrieved after a meeting with the OWNER and/or his representative, the CONTRACTOR shall have sixty (60) days after the date of the meeting, or such longer period as the parties may agree to in writing, to file a Request for Mediation of such claim in accordance with the provisions of Article 9 0 In the event the CONTRACTOR shall fail, for any reason, to timely file a Request for Mediation,the OWNER shall be released of any and all liability, and the CONTRACTOR's failure to timely file a Request for Mediation shall constitute a waiver, forfeit and final bar of all such claims held by the CONTRACTOR against the OWNER. CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 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 10-2012 00700-31 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 (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 10-2012 00700-32 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 accordance with OWNER's direction, OWNER shall have the right, without prejudice to the exercise of other remedies for the same default and without fully taking over the Work, to supplement CONTRACTOR's forces and to expedite delivery of and to procure and furnish such workers, materials, tools, supplies or equipment for CONTRACTOR's account by employing other contractors and suppliers engaged in the same class of work and charge the entire cost thereof to CONTRACTOR, said cost to be deducted from sums due or to become due to CONTRACTOR under the Contract or any other agreement with OWNER or any parent, subsidiary or affiliate of OWNER. 8 03 CUMULATIVE REMEDIES & SPECIFIC PERFORMANCE. All rights and remedies of OWNER, under the terms of the Contract and/or available at law or in equity, are cumulative. In the event CONTRACTOR or any of its subcontractors, vendors or suppliers fails or refuses for any reason to provide timely manufacture, fabrication, delivery, installation, erection, construction or completion of any supplies, materials, expendables, equipment, machinery, accessories or appurtenances to be furnished hereunder, CONTRACTOR acknowledges and agrees that such items are required, necessary, essentially unique to the Project and the Work and will cause irreparable harm to OWNER and the Project if not furnished in accordance with the Contract, and OWNER shall have the right to obtain a decree of specific performance and mandatory injunctive relief from any Court of competent jurisdiction to ensure the timely furnishing of such items. 8 04 CROSS-DEFAULT If, for any reason, CONTRACTOR is declared in default and/or terminated by OWNER under any other agreement with OWNER, whether related to the Project or not related to the Project, OWNER shall have the right to offset and apply any amounts which might be owed to OWNER by CONTRACTOR under any other such agreements against any earned but unpaid amounts owing to CONTRACTOR by OWNER under the Contract, any retainage earned by CONTRACTOR under the Contract or any unearned, unpaid amount under the Contract. 8 05 INSOLVENCY It is recognized that if CONTRACTOR becomes a debtor in voluntary or involuntary bankruptcy proceedings, makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of his insolvency, such events could seriously impair or frustrate CONTRACTOR's performance of the Work. Accordingly, it is agreed that should CONTRACTOR become a debtor in bankruptcy, either voluntary or involuntary, CONTRACTOR shall notify OWNER in writing within twenty-four (24) hours of the filing with the bankruptcy court. Further, it is agreed that upon occurrence of any one or more such events, OWNER shall be entitled to request of CONTRACTOR or its successors, trustees or receivers, adequate assurances of future performance. In the event such adequate assurances are not given to the reasonable satisfaction of OWNER within seventy-two (72) hours of such request, OWNER 10-2012 00700-33 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 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,i however, shall not exceed the amount obtained by subtracting 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 it is in the best interest of OWNER to do so Upon receipt of such written notice from OWNER, CONTRACTOR shall cease all terminated Work and take reasonable precautions to protect and preserve such work and shall take all reasonable measures after consultation with OWNER to terminate or assign to OWNER all subcontracts, purchase orders or other commitments related to the Work or the Project on terms and conditions acceptable to OWNER. CONTRACTOR will be paid for all Work performed in strict accordance with the Contract Documents, based upon the Contract Price and the percentage of completion on the date of termination, and less amounts previously paid, subject to any reasonable backcharges attributable to CONTRACTOR's failure to comply with any of the provisions of this Contract and 10-2012 00700-34 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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. 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 10-2012 00700-35 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 Brazona County, Texas, or, if such choice of venue is prohibited or unenforceable by law, shall be held in the county where the Project is located. CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by OWNER in the event OWNER seeks to enforce any provision of this Contract whether by arbitration or other dispute resolution process. Further, in the event OWNER defends any claim instituted by CONTRACTOR against OWNER, whether in arbitration or other dispute resolution process, CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by OWNER in defending such claim provided OWNER is the prevailing party, in whole or in part, in such proceeding. 10-2012 00700-36 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO 1 TO GENERAL CONDITIONS WORKERS' COMPENSATION INSURANCE COVERAGE A. DEFINITIONS Certificate of coverage ("certificate") A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project for the duration of the Project. Duration of the Project includes the time from the beginning of the Work on the Project until the contractor's/person's work on the Project has been completed and the Project warranty period has expired. Persons providing services on the project includes persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with due contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, motor carriers and owner- ' operators, (as defined at Section 406 121 of the Texas Labor Code), leasing companies, and employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply dehvenes,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 end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one year thereafter G The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery, within 10 days after the CONTRACTOR knew or should have known, of any changes that materially affect the provision of coverage of any person providing services on the Project. H. The CONTRACTOR shall post on each Project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. NOTICE REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440- 3789 to receive information on the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a project,too (1) provide coverage, based on proper reportmg of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for 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 OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (3) provide the CONTRACTOR,prior to the end of the coverage period, a new certificate of coverage, showing extension of coverage, if the coverage period L 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 m writing by certified mail or personal delivery,within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts,to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J By signing this Contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage agreements will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The CONTRACTOR's failure to comply with any of these provisions is a breach of contract by the CONTRACTOR, which entitles the OWNER to pursue all rights and remedies available to it under the Contract, at law or in equity, if the CONTRACTOR does not remedy the breach within ten days after receipt of notice of breach from the OWNER. 05/2007 00700-A3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO 2 TO GENERAL CONDITIONS AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE In consideration of the Final Payment under that certain contract between [Contractor's Company Name] (hereafter "CONTRACTOR") and the City of Pearland (hereafter "OWNER") for the Project known as Green Tee Re-Pump Abandonment (the "Contract"), the CONTRACTOR makes the following representations to OWNER, either individually if a proprietorship, or jointly and severally by all general partners if a partnership, or if a corporation, by action of the president and secretary of said corporation, as duly authorized by appropriate action of the stockholders and/or board of directors of said corporation, their signatures hereon constituting a representation under oath by said individuals that they have the authority to execute this Agreement for and on behalf of the said corporation. 1 The undersigned CONTRACTOR represents to OWNER that the Application for Payment for the Final Payment under the Contract, and the final Change Order issued under the Contract if any, whether or not modified, corrected or changed in some way by the ENGINEER, the CONTRACTOR or the OWNER, a copy of which are attached hereto and marked Exhibit "A", are true, correct and accurate, and that CONTRACTOR has received payment in full for all other Applications for Payment submitted under the Contract, and that CONTRACTOR has been fully compensated for all labor, materials, equipment and/or services furnished m connection with the Contract, except for the Final Payment. 2. It is agreed and stipulated by the undersigned CONTRACTOR that upon the receipt of Final Payment in the amount as set out on the attached Application for Payment, the CONTRACTOR, by execution of this instrument of release, does, therefore, RELEASE and FOREVER DISCHARGE OWNER of and from all manner of debts, claims, demands, obligations, suits, liabilities and causes of action of any nature whatsoever, at law or in equity, in contract or in tort, now existing or which may hereafter accrue, arising out of or related to the Contract, any Change Orders or Work Orders, the Work, or any labor, materials, equipment or services furnished by CONTRACTOR to OWNER. 3 The CONTRACTOR, acting by and through the person or persons whose names are subscribed hereto, does solemnly swear and affirm that all bills and claims have been paid to all materialmen, suppliers, laborers, subcontractors, or other entities performing services or supplying materials or equipment, and that OWNER shall not be subject to any bills, claims, demands, litigation or suits in connection therewith. 4 It is further specifically understood and agreed that this Agreement for Final Payment and Contractor's Sworn Release shall constitute a part of the Contract, and it is also specifically understood and agreed that this Agreement shall not act as a modification, waiver or renunciation by OWNER of any of its rights or remedies as set out in the Contract itself, but this Agreement for Final Payment and Contractor's Sworn Release shall constitute a supplement thereto for the additional protection of OWNER. 05/2007 00700-B 1 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT SIGNED and EXECUTED this,the_day of , 20_ CONTRACTOR. By. Signature Print Name. Title: [If CONTRACTOR is a proprietorship, owner must sign, if a partnership, each general partner must sign, if a corporation,the following language should be used.] SIGNED and EXECUTED this,the day of 20_by , a Texas corporation,under authority granted to the undersigned by said corporation as contained 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.] 07/2006 00700-B3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT AFFIDAVIT STATE OF TEXAS § COUNTY OF § BEFORE ME,the undersigned authority, on this day personally appeared the persons who signed and executed the above and 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 insurance coverages the Contractor should or should not maintain for its own protection, and 2.1.2 are being, or have been, obtained by the Contractor in support of the Contractor's liability and indemnity obligations under this Agreement. Neither the requirements as to insurance to be carried as provided for herein, the insolvency, bankruptcy or failure of any insurance company carrying insurance of the Contractor, nor the failure of any insurance company to pay claims accruing, shall be held to affect,negate or waive any of the provisions of this Agreement. 2.2 Failure to obtain and maintain the required insurance shall constitute a material breach of, and default under, this Agreement. If the Contractor shall fail to remedy such breach within five (5) business days after notice by the Owner, the Contractor will be liable for any and all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless a written waiver of the specific insurance requirement(s) is provided to the Contractor by the Owner In the event of any failure by the Contractor to comply with the provisions of this Agreement, the Owner may, without in any way compromising or waiving any right or remedy at law or in equity, on notice to the Contractor, purchase such insurance, at the Contractor's expense, provided that the Owner shall have no obligation to do so and if the Owner shall do so, the Contractor shall not be relieved of or excused from the obligation to obtain and maintain such insurance amounts and coverages. 10-2012 00700-Cl 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 m the most current edition of A. M. Best's Key Ratmg Guide. 3.3 Restrictive, Lumtmg, 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 pnmary and umbrella policies, but in no event shall the total limits of liability available for any one occurrence or accident be less than the amount required herein. 3.5 Notice of Cancellation, Nonrenewal, or Material Reduction in Coverage. All insurance coverage shall contain the following express provision. In the event of cancellation, non-renewal, or material reduction in coverage affecting the certificate holder, thirty (30) days prior written notice shall be given to the certificate holder by certified mail or registered mail, return receipt requested. 3.6 Waiver of Subrogation. The Contractor hereby agrees to waive its rights of recovery from the Owner Parties with regard to all causes of property and/or liability loss and shall cause a waiver of subrogation endorsement to be provided in favor of the Owner Parties on all insurance coverage carried by the Contractor, whether required herein or not. 3 7 Deductible/Retention. Except as otherwise specified herein, no insurance required herein shall contam a deductible or self-insured retention m 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 mamtamed in effect with limits not less than those set forth below at all times during the term of this Agreement and thereafter as required. 10-2012 00700-C2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4 1 Commercial General Liability Insurance 4 1 1 Coverage. Such insurance shall cover liability arising out of all locations and operations of the Contractor, including but not limited to liability assumed under this contract (including the tort liability of another assumed in a business contract) Defense shall be provided as an additional benefit and not included within the limit of liability 4 1.2 Form. Commercial General Liability Occurrence form (at least as broad as an unmodified ISO CG 0001 0798 or its equivalent) 4 1.3 Amount of Insurance. Coverage shall be provided with limits of not less than. Each Occurrence Limit $1,000,000 General Aggregate Limit $2,000,000 Product-Completed Operations Aggregate Limit $2,000,000 Personal and Advertising Injury Limit $1,000,000 4 1 4 Required Endorsements a. Additional Insured. Additional insured status shall be provided in favor of the Owner Parties on any of the following: i. ISO form CG 20 10 11 85, or ii. ISO form CG 20 26 11 85, or iii. a combination of ISO forms CG 20 33 10 01 and CG 20 37 10 01, or iv any form providing equivalent protection to Owner b Designated Construction Project(s) Aggregate Limit. The aggregate limit shall apply separately to this Agreement through use of an ISO CG 25 03 03 97 endorsement or its equivalent. c. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. d. Personal Injury Liability The personal injury contractual liability exclusion shall be deleted. e. Primary and Non-Contributing Liability It is the intent of the parties to this Agreement that all insurance required herein shall be primary to all insurance available to the Owner Parties. The obligations of the Contractor's insurance shall not be affected by any other insurance available to the Owner Parties and shall seek no contribution from the Owner Parties' insurance, whether primary, excess contingent, or on any other basis. The Contractor's insurance coverage shall be endorsed to provide such primary and non- contributing liability f. Waiver of Subrogation, as required in 3 6, above. 10-2012 00700-C3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4 1.5 Continuing Commercial General Liability Insurance. The Contractor shall mamtam 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 m 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 a Claims-Made basis. 4.5.3 Amount of Insurance. Coverage shall be provided with a limit of not less than$1,000,000 4.5 4 Continuing Professional Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount for at least one (1) year following Date of Substantial Completion oft-the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4 6 Builder's Risk 4 6.1 Insureds. Insureds shall include: a. Owner, General Contactor and all Loss Payees and Mortgagees as Named Insureds; and b subcontractors of all tiers in the Work as Additional Insureds. 10-2012 00700-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 winng, excavations, grading, backfillmg 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 ry 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 OF PEARLAND GENERAL CONDITIONS OF AGREEMENT material reduction—60 days prior wntten 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 OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4 6 6 Waiver of Subrogation. The waiver of subrogation provision shall be endorsed as follows. a. A waiver of subrogation shall be provided in favor of all insureds. b. The waiver of subrogation provisions shall be endorsed as follows. Should a covered loss be subrogated, either in whole or in part, your rights to any recovery will come first, and we will be entitled to a recovery only after you have been fully compensated for the loss. 5 Intentionally left blank. 6 Evidence of Insurance 6 1 Provision of Evidence. Evidence of the insurance coverage required to be maintained by the Contractor, represented by certificates of insurance, evidence of insurance, and endorsements issued by the insurance company or its legal agent, and must be furnished to the Owner prior to commencement of Work and not later than fifteen (15) days after receipt of this Agreement. New certificates of insurance, evidence of insurance, and endorsements shall be provided to the Owner prior to the termination date of the current certificates of insurance, evidence of insurance, and endorsements. 6.2 Form 6.2.1 All property insurance required herein shall be evidenced by ACORD form 28, "Evidence of Property Insurance" 6.2.2 All liability insurance required herein shall be evidenced by ACORD form 25, "Certificate of Insurance" 6.3 Specifications. Such certificates of insurance, evidence of insurance, and endorsements shall specify. 6.3 1 The Owner as a certificate holder with correct mailing address. 6.3.2 Insured's name, which must match that on this Agreement. 6.3.3 Insurance companies affording each coverage, policy number of each coverage, policy dates of each coverage, all coverages and limits described herein, and signature of authorized representative of insurance company 6.3 4 Producer of the certificate with correct address and phone number listed. 6.3.5 Additional insured status required herein. 6.3 6 Amount of any deductibles and/or retentions. 6.3 7 Cancellation, non-renewal and material reduction inn coverage notification as required by this Agreement. Additionally, the words "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon Company, it agents or representatives" shall be deleted from the cancellation provision of the ACORD 25 certificate of insurance form. 10-2012 00700-C8 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.3 8 Designated Construction Project Aggregate Limits required herein. 6.3.9 Personal Injury contractual liability required herein. 6.3.10 Primary and non-contributing status required herein. 6.3 11 Waivers of subrogation required herein. 6 4 Required Endorsements. A copy of each of the required endorsements shall also be provided. 6.5 Failure to.Obtain. Failure of any Owner Party to demand such certificate or other evidence of full compliance with these insurance requirements or failure of any Owner Party to identify a deficiency from evidence that is provided shall not be construed as a waiver of the Contractor's obligation to maintain such insurance. 6 6 Certified Copies. Upon request of any Owner Party,the Contractor shall provide to the Owner a certified copy of all insurance policies required herein within ten (10) days of any such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the expiration of the previous policy 6 7 Commencement. of Work. Commencement of Work without provision of the required certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any subcontractor from performing any Work until such certificate of insurance, evidence of insurance and/or required endorsements are received and approved by the Owner 7 Insurance Requirements of Contractor's Subcontractors 7 1 Insurance similar to that required of the Contractor shall be provided by all subcontractors (or provided by the Contractor on behalf of subcontractors) to cover operations performed under any subcontract agreement. The Contractor shall be held responsible for any modification in these insurance requirements as they apply to subcontractors. The Contractor shall maintain certificates of insurance from all subcontractors containing 'provisions similar to those listed herein (modified to recognize that the certificate is from subcontractor) enumerating, among other things, the waivers of subrogation, additional insured status, and primary liability as required herein, and make them available to the Owner upon request. 7.2 The Contractor is fully responsible for loss and damage to its property on the site, including tools and equipment, and shall take necessary precautions to prevent damage to or vandalism, theft, burglary, pilferage and unexplained disappearance of property Any insurance covering the Contractor's or its subcontractor's property shall be the Contractor's and its subcontractor's sole and complete means or recovery for any such loss. To the extent any loss is not covered by said insurance or subject to any deductible or co-insurance, the Contractor shall not be reimbursed for same. Should the Contractor or its subcontractors choose to self insure this risk, it is expressly agreed that the Contractor hereby waives, and shall cause its 10-2012 00700-C9 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT subcontractors to waive, any claim for damage or loss to said property in favor of the Owner Parties. 8. Use of the Owner's Equipment. The Contractor, its agents, employees, subcontractors or suppliers shall use the Owner's equipment only with express written permission of the Owner's designated representative and in accordance with the Owner's terms and condition for such use. If the Contractor or any of its agents, employees, subcontractors or suppliers utilize any of the Owner's equipment for any purpose, including machinery, tools, scaffolding, hoists, lifts or similar items owned, leased or under the control of the Owner, the Contractor shall defend, indemnify and be liable to the Owner Parties for any and all loss or damage which may 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 m or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been covered by insurance required herein, including the deductible and/or uninsured portion thereof, maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement. 10-2012 00700-C10 TexasMutuar WORKERS'COMPENSATION INSURANCE WORKERS'COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A.of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule,but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1 () Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4 Advance Premium: Included,see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 12/3/22 at 12:01 a.m.standard time,forms a part of: Policy no.0002086661 of Texas Mutual Insurance Company effective on 12/3/22 �� Issued to: Nerie Brothers Construction LLC i�jV _ fi This is not a bill Authorized representative NCCI Carrier Code: 29939 12/2/22 PO Box 12058,Austin,TX 78711-2058 1 of 1 texasmutual.com I(800)859-5995 I Fax(800)359-0650 WC 42 03 04 B - 7 ® DATE(MM/DD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 7/19/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED 'REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Amanda Frickey Bahr FRICKEY INSURANCE AGENCY PHNE No.EA; (281)461-8707 FAX No): (281)461-8706 2911A South Shore Blvd#100 E-MAIL Y ADDRESS: amanda Fricke insurance.com League City,TX 77573 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA. The Burlington Insurance Company 23620 INSURED INSURERS. State Automobile Mutual Insurance Co 25135 Nerie Brothers Construction INSURER C. Evanston Insurance Company 35378 3213 Fuqua St INSURERD. Texas Mutual Insurance Company 22945 Houston,TX 77047 INSURERE. INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP W LIMITS LTR INSD VD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A X Y 411 BG08527 12/2/2022 12/2/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT LOC PRODUCTS COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY CEaOMBINaccid eED SINGLE LIMIT ,$ 1,000,000 ( nt) X ANY AUTO BODILY INJURY(Per person) $ B X OWTOSNEDONLY SCHEDULED X Y 10030139CA 6/25/2023 6/25/2024 BODILY INJURY(Per accident) $ /� AU AUTOS XHIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 C X EXCESS LIAB CLAIMS-MADE X Y EZXS3098796 12/2/2022 12/2/2023 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION X PER ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 D OFFICER/MEMBER EXCLUDED? Y NIA Y 0002086661 12/3/2022 12/3/2023 (Mandatory in NH) E.L.DISEASE EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) City of Pearland is named as additional insured with waiver of subrogation. Coverage is primary and noncontributory Excess follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Pearland THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3519 Liberty Drive ACCORDANCE WITH THE POLICY PROVISIONS. Pearland, TX 77581 AUTHORIZED REPRESENTATIVE 21� alliAllakelAlla0 4410 I ©1988-2015 ACORD CORPORAN. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD CITY'OF PEARLAND SPECIAL CONDITIONS OF AGREEMENT Section 00800 SPECIAL CONDITIONS OF AGREEMENT The following Special Conditions modify the General Conditions,Document 00700 Where a portion of the General Conditions is modified or deleted by these Special Conditions,the unaltered portions of the General Conditions shall remain in effect. ARTICLE 1 DEFINITIONS AND INTERPRETATIONS 1 01 Add the following paragraph to the end of Article 1 01 The .OWNER'S representative on.the project site is. telephone: 281 652. The CONSTRUCTION MANAGER is. telephone The CONSTRUCTION INSPECTOR is. telephone ARTICLE 4 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 4 05 Add the following paragraph to Article 4 05 A Maintenance Bond in accordance with Document 00612 of the Project Manual is required for this Project. The cost of this bond shall be included in the CONTRACTOR'S Bid Proposal. Attachment No. 3 To General Conditions, Owner's Insurance Requirements of Contractor, Article 4 6 Builder's Risk_Builder's Risk Insurance is Require<ot Requir)for this project. ARTICLE 5 PROSECUTION AND PROGRESS 5 08 Add Article 5 08 The Contract Time as defined in the bid and other sections of the Contract Documents includes a certain number of rain days. Based on the Alvin Weather Center Records,the average annual rain days from June 1898 to December 1996 is 40 days calculated from all precipitation days of record. The CONTRACTOR is required to keep a record of rain days at the.site. The record of rain days must be accepted and signed by the City Inspector monthly, and shall be reported on the monthly pay estimate submittal. At the end of the contract,the CONTRACTOR will be credited only for the number of accepted rain days that exceed 40 rain days per year;.proportionate to the original Contract Time. General Notes. Section 01500 Temporary Facilities requires CO R to provide high speed internet access in the.Field Office. BIDDER is Required/ of Require to provide either a Field Office or 08/2018 00800- 1 of 2 CITY OF PEARLAND SPECIAL CONDITIONS OF AGREEMENT any internet access for this project. All other requirements remain and will be required per the section. It is the responsibility of the Contractor to coordinate with the Owner for all Traffic Control Documents.Contractor to coordinate with the Owner for procurement of Traffic Control Documents prior to permitting. Contractor is to keep a minimum of one lane open at all times,in both directions. No lane closures to extend beyond the defined work day Contractor Will/ ill Not .a required to provide an on-site construction office for the duration of this project. END OF SECTION 08/2018 00800-2 of 2 City of Pearland, Texas Green Tee Re-Pump Abandonment August 2023 g` r" s� 7 yk 7' '#'.aih f r, tit, Drawing List �` ;c a '• t �,,,�(` l 1 Cover Sheet � �i is' ,4'r _ s'`7 q��.�/ ,j, `<,r ��5 2 General Notes �., .:.wc, .fit'�'> ;y.,t. +� ."�° ,� 3 Site Layout ,44, y k '1' '•"�'t�e�_ , ^. ,,-, ' �� Q 4 Standard Details•Water y•, v��� ,�,y�b�� ^,��^s•'d 1 ` t ',��' aak$��� .—� 5 Standard Details Water : _,,vist,..i. .. .,,vs . ol,..., #7�' Y � c€rPtp; ' P `Qr t:, ' k� `*�7,y¢' T L X A g . (�d,V 5 f c.1 GREEN TEE,/ `.s�S. St. E 7 !'" iJR y'' WATER "-,. 4KBC s7 i S7 • P . ! :_`1�G, rt rt. sr � PLANT .- �`yk s �'" :j /• , ` ti z MAYOR ;(4pç ��, lir COUNCIL ! 4. e q9�4 Mayor Pro Tern Joseph Koza F .•i S.� -c' ?-aria✓,./',ii r S 'e!t'l r � ' Position 1 Joseph Koza �'... ea1.';' '~;` "6x.,; =: '‘' 4 x ,4, Position 2 TonyCarbone 4.e.. ...,r :' ,�,iI- . , Position 3 Ale Kamkar " ' Position 4 Adrian Hernandez ' .L '. ,.• .. .•,., �, '4. .i,-� , Position 5 Layni Cade `, f �^ 'an "'' Position 6 Jeffrey Barry '' :' dr of RliiHand'L•oca +��yaf, ,°:1sty;..43�� Lg t .2°6-02 N)r� va Position 7 Rush!Patel CITY MANAGER ASST.CITY MANAGER fl_7__:;:'�, s u�mcs .wrEs y Trent Epperson Ron Fraser ' a5e�a�J r r Director of Engineering&PW City Engineer P,,13• Lorenzo Wingate,P.E. Rajendra Shrestha,P.E. SUBMITTED BY: DATE 08/18/2023 OJON ES James C.Jonoa.P.E. ENGINEERING Jame Engineering 6«atlona.U.C. SOLUTIONS DALE: 08/18/2023 11211 Katy Freeway,Sulte 325,Houston,TX 77079 832-834-5496 Texas Firm Rag.No.F-15666 RataMm StuasNa,P.E. City En5lneor GENERAL CONSTRUCTION NOTES; 24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHIPPING AND STORAGE OF ALL WATER MAIN NOTE: MATERIALS.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO EXAMINE SUCH MATERIAL AT 1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVAILABLE THE POINT OF DELIVERY AND TO REJECT ALL DEFECTIVE MATERIAL ANY DEFECTIVE MATERIAL I. WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF PEARLAND EDCM INFORMATION.THE CONTRACTOR SHAH VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO INCORPORATED INTO THE WORK SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S1.APPROVED CONSTRUCTION PLAN COMMENCING CONSTRUCTOR.THE CONTRACTOR SHALL NOTIFY TEXAS ONE CALL AT LEAST 4E EXPENSE.THERE SHALL BE NO PAYMENT MADE FOR STORED MATERIAL AND STANDARD DETAIL MUST BE ON SITE FOR RENEW AT HOURS BEFORE PROCEEDING WITH ANY EXCAVATOR. ALL TEES.DURING CONSTRUCTION 25.SEE THE STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL ENVIRONMENTAL NOTES 2. UNLESS OTHERWISE NOTED,ALL WATER LINES SHALL HAVE A MINIMUM OF 4'OF COVER FOR ART INSPECTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATERUNE AND AND DETAILS. THE WATERUNE DIAMETER LESS THAN 12 INCH AND 5'FOR 12 INCH AND LARGE PIPES TO APPURTENANCES.WASTEWATER,STORM WATER ONES,PAVING.SIDEWALKS AND TRAFFIC FINISHED GRADE. CONTROL DEVICES.DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE CRY OF 26.IRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTERED PEARLAND STANDARD AT NO ADDITIONAL COST. PROFESSIONAL LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY. 3. ALL WATER LINES,AFTER INSTALLATION,SHALL BE THOROUGHLY DISINFECTED ACCORDING TO AWNA SPECIFICATION C-651 AND THEN FLUSHED BEFORE BENG PLACED INTO SERVICE. 3. CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING STRUCTURES.UTILITIES,TREES.SHRUBS, 27.MOWING,MAINTENANCE AND CLEAN-UP IS REQUIRED FOR THE PROJECT UMRS AND DURATION. AND PERMANENT OBJECTS WHICH ME NOT SCHEDULED TO BE REMOVED AS A REGARDLESS OF THE CONTRACTOR'S SCOPE OF ACTIVITIES WITH THE PROJECT. 4. NOTIFY THE CHEF ENGINEERING INSPECTOR 24 HOURS BEFORE THE SrKiAM IS PRESSURE PART OF THIS PROJECT.PRIOR TO THE REMOVAL OF ANY TREES A CLEAR AND GRUB PERMIT 1 cs:GU AND DISINFECTED.THE CRY WILL TAKE ALL SAMPLES FOR BACTERIOLOGICAL TESTING MUST BE OBTAINED FROM THE URBAN FORESTER 281.652.1983. AS REQUIRED BY TCEO. STORM AND DRAINAGE 5. ALL WATER USES ARE TO BE HYDROSTATICALLY IGSILU BY THE CONTRACTOR AT 125 P.SJ.08 4. THE CONTRACTOR SHALL NOT DUMP ANY DIRT OR OTHER MATERIALS ONTO A PROPERTY 1.ALL DETENTION AND PERIMETER DRAINAGE SHALL BE COMPLETED PRIOR TO THE HOURS OR 150 P.S.1.64 HOURS IN ACCORDANCE WMH THE COY OF PEARLAND DESIGN OUTSIDE OF THE BOUNDARY OF THE PERMITTED PROJECT AND WITHIN THE CITY OF PEARL NO CONSTRUCTION OF OTHER IMPROVEMENTS. STANDARDS. CONTRACTOR SHALL NOTIFY CHIEF ENGINEERING INSPECTOR AT(281)651-2314 CITY UNITS WITHOUT A VALD DEVELOPMENT/GRADING PERMIT.IF SUCH DUMPING OCCURS AT LEAST 24 HOURS PRIOR TO THE HYDROSTATIC TESTS. WITHOUT A VAUD PERMIT,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE 2.STORM SEWER SYSTEM(MANHOLES,INLETS,STORM SEWER,BEDDING AND BACKFILL ETC.) REMOVAL OF ANY DISCARDED DIRT OR OTHER MATERIALS TO AN APPROVED LOCATION AT THE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF PEMIAND STANDARD DETAIL AND 6. SEE APPROVED PRODUCT UST(CITY ENGINEERING WEBPAGE)FOR ALLOWABLE WATER UNE PIPE CONTRACTOR EXPENSE. IN COMPLNNCE WITH THE ENGINEERING DESIGN CRITERIA MANUAL. MATERIAL 5. ON SITE MECHANICAL SWEEPERS(ROAD BROOM)IS REQUIRED FOR THE PROJECTS HAULING 3.THE FINAL ELEVATION OF STORM SEWER MANHOLE RIMS SHALL BE AT FINISHED GRADE. PLAN 7. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL UNDERGROUND TEES,BENDS AND DIRT TO AND FROM THE SITE IN EXCESS OF 70 CUBIC YARDS PER DAY. RIM ELEVATIONS ARE APPROXIMATE AND ARE NOT INTENDED TO REPRESENT FINISHED GRADES. LATERALS. THEY SHALL BE BOLT AS PER THE DETAILS PROVIDED TO PREVENT PIPE MOVEMENT. RESTRAINED JOINTS SHALL BE USED WHERE PREVENTING MOVEMENT OF 16-RCH 6. ALL PAVEMENT TO BE REMOVED,INCLUDING CONCRETE DRIVEWAYS AND SIDEWALKS,THE 4.EXISRNG STORM MANHOLES SHALL BE ADJUSTED TO INCLUDE NEW CRY 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 CITY OF PEARLAND RIGHTS-OF-WAY OR PUBLIC EASEMENTS SHALL BE N.ALL CHANNEL OR SWALE SIDE SLOPES AND/OR OTHER AREAS REQUIRING SEEDING AS SUPPLIED AND INSTALLED IN ACCORDANCE WITH LATEST EDITION OF AWWA C-500 AND SHALL CONSTRUCTED IN ACCORDANCE WITH THE CITY OF PEARLAND SPECIFICATIONS,ACCEPTED DETERMINED BY THE ENGINEER.TO BE HYDROMULCH SEEDED. BE OF THE RESIUENT SEAT TYPE. STANDARDS AND APPROVED DETAILS.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND UNDERSTANDING ALL RELEVANT INFORMATION PRIOR TO CONSTRUCTION.CONTRACTOR SHALL SANITARY SEWER 9. ALL BELOW GRADE VALVES SHALL BE GASKETED.HUB-END GATE VALVES WITH A CAST IRON CONTACT THE CITY OF PEARLAND CHIEF ENGINEERING INSPECTOR AT 281.851.2314 TO BOX,EXCEPT WHERE RANGES ARE CALLED OUT ON THE PLANS. EITHER SCHEDULE OR NOTIFY AIM OF A PREVIOUSLY SCHEDULED PRE-CONSTRUCTION MEETING.THE PRE-CONSTRUCTION MEETING SHALL BE HELD A MINIMUM OF 48 HOURS 1. SANITARY soy.,SHALL BE BUILT ACCORDING TO THE CITY OF PEARLWD DESIGN STANDARDS 10.ALL WATER LINES SHALL BE BEDDED AND BACKFIUED PER CITY OF PEARLAND STANDARD PRIOR TO THE START OF CONSTRUCTION. AS CURRENTLY AMENDED AND THE T.C.ED.RULES AND DESIGN CRITERIA DETAILS,AS APPLICABLE SACKFUL UNDER OR WITHIN 1-FOOT OF PROPOSED PAVEMENT SHALL BE CEMENT STABILIZED SAND UP TO I'BELOW THE BOTTOM OF THE SUBGRADE. TEST B. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TINES DURING CONSTRUCTION AND ANY 2. ALL SANITARY MANHOLES MUST BE STANDARD TYPE(PRECAST)AND BRCKFlUEO WITH CEMENT REPORTS SHALL BE SUBMITTED PRIOR TO PLACE"ENT OF PAVEMENT. THE COST OF BEDDING DAMAGE TO DITCH OR STRUCTURES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED STABILIZED SAND IN ACCORDANCE WITH CITY OF PEARLAND STANDARD DETAIL SHEET 3 OF 3. AND BACKOLL IS TO BE INCLUDED IN THE ANY PRICE OF WATER LINE. TO EXISTING CONDITION OR BETTER. BRICK MANHOLES ARE NOT ALLOWED. ALL SANITARY MANHOLES SHALL INCLUDE STAINLESS STEEL INFLOW PROTECTORS. 11.CONTRACTOR SHALL PROVIDE FOR A MINIMUM OF 6 INCHES CLEARANCE AT THE STORM SEWER 9. CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE AND WATERUNE CROSSINGS AND THE SANITARY SEWER AND WATERLINE CROSSINGS.THE OF TEXAS LAWS CONCERNING EXCAVATION.ALL WORKS,SERVICES,AND LABOR SHALL 3. ALL SANITARY SEWER PIPES SHALL BE BEDDED AND BACKFIUED PER CRY OF PEARLAND WATERLINE SHALL BE LOCATED AT A HIGHER LEVEL THAN THE SEWER WHENEVER POSSIBLE. CONFORM TO THE RULES AND REGULATORS OF THE CITY OF PEARLAND. STANDARD DETAILS,AS APPUCABLE. ND SEPARATE PAY. THE ENGINEER AND CRY OF PEARLAND SHALL BE NOTIFIED IMMEDIATELY IF WET SANDS ARE ENCOUNTERED. BACKFILL 12.NECESSARY PRECAUTIONS MUST BE TAKEN DURING WATER LINE CONSTRUCTOR.PRECAUTIONS TO.THE CONTRACTOR SHALL NOTIFY THE LOCAL AUTHORITY OR GOVERNING AGENCY OF THE UNDER OR WITHIN 1-FOOT OF EXISTING.PROPOSED OR FUTURE PAVEMENT SHALL BE CEMENT INCLUDE KEEPING THE PIPE CLEAN AND EFFECTIVELY COVERING OPEN PIPE ENDS TO EXCLUDE BEGINNING DATE OF CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR STABILIZED SAND UP TO I'BELOW THE BOTTOM OF THE PAVING SUBGRADE. TEST REPORTS INSECTS,ANIMALS OR OTHER SOURCES OF CONTAMINATION FROM UNFINISHED PIPE LINE AT TO SEE THAT NO WORK IS MINE WITHOUT THE PROPER INSPECTIONS AND PERMITS BY THE SHALL BE SUBMITTED PRIOR TO PLACEMENT OF PAVEMENT. TIMES WHEN CONSTRUCTION LS NOT IN PROGRESS. LOCAL AUTHORITY OR GOVERNING AGENCY. 4. NO CONNECTORS SHALL BE MADE TO THE EXISTING SANITARY SEWER LINES UNTIL ALL 13.NO CONNECTIONS SHALL BE MADE TO THE EXISTING WATER LINES UNTIL ALL PROPOSED WATER 11.THE CONTRACTOR SHALL VERIFY THE DIMENSIONS SHOWN ON THE CONSTRUCTION PLANS PROPOSED SEWER UNES HAVE BEEN THOROUGHLY CLEANED,TESTED AND APPROVED BY THE LINES HAVE BEEN THOROUGHLY CLEANED,TESTED AND APPROVED BY THE ENGINEER AND THE WITH THOSE MEASURED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION.ANY ENGINEER. THE ENGINEER AND THE CRY SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CRY OF PEARLAND.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE CONTRACTOR CONNECTING TO ANY EXISTING SEWER LINES. PEARLAND AT LEST 48 HOURS PRIOR TO CONNECTING TO ANY EXISTING WATER LINES. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS UNLESS NOTIFIED TO 5. THE CONTRACTOR SHALL CONTACT THE CITY OF PEARLAND CHEF ENGINEERING INSPECTOR AT 14.THE CENTER OF FIRE HYDRANTS ARE TO BE LOCATED 3'-0'BEHIND THE BACK OF CURB AND OTHERWISE. 261.851.2314 AT LEAST 24 HOURS PRIOR TO PRESSURE AND DEFLECTION IESIS ON ALL AS SHOWN ON PLANS.THE STEAMER NOZZLE SHALL BE A MINIMUM OF 22(MAXIMUM OF 24) SANITARY UNES. INCHES ABOVE FINISHED GRADE,AND SHALL FACE THE STREET PAVEMENT UNLESS OTHERWISE 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL SHOWN. ALL FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH THE CITY OF MATERIALS MID EQUIPMENT STORED ON THE JOB SHE THE CONTRACTOR SHALL BE 6. ALL SANITARY SEWERS SHALL BE TtSIEU PER TCEO GUIDELINES. PEARLAND WATERUNE STANDARDS DETAIL SHEET 2 OF 2. RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE MO GOOD WORKMANLIKE MANNER " MATERIALS TO PREVENT INJURIES,DURING AND AFTER WORKING HOURS.UNTIL PROJECT COMPLETION. 7. DEFLECTION ILSIS SHALE.BE PERFORMED ON ALL FLEXIBLE AND SEMI-RIGID PIPE EXCEPT 15.THE CONTRACTOR SHALL SALVAGE AND RETURN ALL FIRE HYDRANTS REMOVED DURING SERVICE LEADS. THE TEST SHALL BE CONDUCTED AFTER THE ANAL BACKFILL HAS BEEN IN CONSTRUCTION TO THE CRY OF PEARLAND PUBLIC WORKS DEPARTMENT.THIS WORK IS 14.AT THE DID OF ALL CONSTRUCTION PROJECTS,THE CONTRACTOR SHALL RESTORE THE PLACE AT LEAST FOR 30 DAIS. NO PIPE SHALL EXCEED A DEFLECTION CF 5%. THE TEST IS INCIDENTAL TO SITE PREPARATION. EXISTING FACILITIES,IE THE PROPERTY,EQUAL TO OR GREATER THAN COSTING SITE TO BE RUN USING A MANDREL HAVING AN OUTSIDE DIAMETER EQUAL TO 95%OF THE AVERAGE CONDITIONS PRIOR TO CONSTRUCTOR.ALL AREAS DISTURBED ALONG THE SITE SHALL BY INSIDE DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE A MINIMUM OF 9 RUNNERS.WITH 16.WATERUNES TO BE ABANDONED IN PLACE SHALL BE PERFORMED IN ACCORDANCE WITH THE HYDROMULCHED SEEDED IN 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 SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 15.MINIMIZE AND CONTROL SPREADING OF DUST AND FLYING PARTICLES,AB REQUIRED BY 17.ALL WATERUNE CROSSING EXISTING ROADS IN PEARLAND WILL BE CASED PER WATERLINE GOVERNING REGULATIONS.USE TEMPORARY ENCLOSURES AND OTHER SUITABLE MEDICOS B. ALL SANITARY SEWER MANHOLE RIMS SHALL BE SET 3-INCHES ABOVE FINISHED GRADE WITHIN STANDARD DETAIL SHEET 2 OF 2 UNLESS OVEN EXEMPTION BY THE CITY ENGINEER. SUCH AS WATERING TO PREVENT THE SPREAD OF DUST,DIRT,AND DEBRIS. STREET R.D.W.,OR WITHIN EASEMENTS. CLEAN FILL SHALL BE ADDED AND SLOPED AWAY pgR�r Ss Eiy,4, FROM THE RIM FOR SURFACE WATER DRAINAGE.PLAN RIM ELEVATIONS ARE APPROXIMATE AND - �,I 16.ALL WORKS SHALL BE CONDUCTED WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHOWN ARE NOT INTENDED TO REPRESENT FINISHED GRADES. COSTS FOR ALL ADJUSTMENTS. TRAFFIC CONTROL UNLESS OTHERWISE APPROVED BY THE OWNER OR ENGINEER. INCLUDING PRECAST CONE SECTIONS,AND PRECAST ADJUSTMENT RINGS,ARE TO BE INCLUDED JA ES C.JONEB j IN THE UNIT PRICE FOR SANITARY SEWER MANHOLES. BRICKS ARE NOT ALLOWED.ALL 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN 17.NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON-WORKING HOURS.ALL UNATTENDED EXISTING/PROPOSED MANHOLE RIMS WITHIN THE SIDEWALK SHOULD BE FLUSH WITH GRADE. CONFORMANCE WITH PART VI OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL M 1a593B �� EXCAVATION OVER 2 FEET IN DEPTH SHALL BE PROTECTED BY BRIGHT ORANGE SAFETY DEVICES(TMUTCD-LATEST EDMON WITH REVISIONS)DURING CONSTRUCTION. I'�'. ..� FENCING DURING NORMAL WORKING HOURS AND COVERED SECURELY IF LEFT OPEN AFTER 9. SEALED MANHOLES ARE REQUIRED FOR MANHOLES CONSTRUCTED IN 100-YEAR FLOOD PLAN. IIh.... HOURS. 2. OFF DUTY POLICE OFFICERS/CERTIFIED FIAGGERS ARE REQUIRED TO DIRECT TRAFFIC 10.SANITARY SEWER USES PARALLEL TO WATER LINE SHALL BE INSTALLED WITH AT LEAST WHEN LANES ARE BLOCKED. IS.THE CONTRACTOR IS NOT AUTHORIZED TO OPERATE WATER/SANITARY INFRASTRUCTURE 9-FOOT HORIZONTAL AND 2-FOOT VERTICAL CLEARANCE AND IN SEPARATE TRENCHES.THE PIF-EQ URUTIES,OWNED OR OPERATED BY THE CRY OF PEARLAND.CONTRACTOR SHALL CONTACT SEWER SHALL BE LOCATED BELOW THE WATERUNE. 3. CONTRACTOR SHALL COVER EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY THE CRY OF PEARLAND PUBLIC WORKS DEPARTMENT TO REQUEST CITY OF PEARLAND PUBUC DURING NON-WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. WORKS AUTHORIZED PERSONNEL TO PERFORM ALL UTILITY OPERATIONS. 11.SANITARY SEWER LINES CROSSING WATER UNES MUST HAVE A FULL LENGTH JOINT(1B' 19.THE CONTRACTOR SHALL NOT OBTAIN WAFER FROM THE CRY OF PEARLAND FIRE HYDRANTS NOMINAL)CENTERED AT THE CROSSING WITH A MINIMUM SEPARATOR DISTANCE OF 6 INCHES. 4. APPROVED COPIES OF'TRAFFIC CONTROL PLANS'SHALL BE AVAILABLE ONSRE FOR •JONES INSPECTOR AT ALL TINE. ENGINEERING OR OTHER SOURCESCTORFROM THE DISTRIBUTION N FROM WITHOUT PER AND FIRION. 72.ACCESS TO MANHOLES WILL BE BY PORTABLE LADDER,AS STEPS ARE PROHIBITEDCONTRACTOR MAY OBTAIN WATER FROM THE CRY OF PEARLAND PUBUC WORKS SERVICE 5. IF CONTRACTOR CHOOSESTO USE DIFFERENT METHODS OF TRAFFIC CONTROL DURING S 0 L U T I-0 N S CENTER AT THE LOCATION DESIGNATED BY THE OWNER. 13.AL SANRMY SEWER CROSSING EXISTING ROADS IN PEARLAND SHALL BE CASED PER SANITARY THE CONSTRUCTION THAN THOSE OUTLINED IN THE CONTRACT DRAWINGS.(S)HE 20.CONTRACTOR SHALL MALNTAN RACES TO RESIDENTIAL AND COMMERCIAL PROPERTIES SEWER DETAIL SHEET 2 OF 3 UNLESS EXEMPT BY THE CRY ENGINEER. SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS TO TRAFFIC ADJACENT TO THE WORK AREA AT ALL TIMES. SECTION OF THE CITY OF PEARLAND FOR APPROVAL TEN(10)WORKING DAYS PRIOR ell TO IMPLEMENTATION.THOSE PLANS SHALL BE DRAWN TO SCALE AND SIGNED AND •11.I P` 21.THE CONTRACTOR SHALL OBTAIN APPROVAL ON INGRESS/EGRESS ROUTES,HAUUNG ROUTES. SEALED BY AN ENGINEER LICENSED IN THE STATE OF TEXAS.PLANS WILL BECOME A ETC.FROM THE CITY AND BRAZORA COUNTY. PART OF THE CONTRACT DRAWINGS. 22.THE WORK AREA WHEN SN A BE BARRICA OF DED PUBLIC ACC ESS,DURING URI DIRECTED AND THE CITY. 6. THE TRAFFIC CONTROL MEASURES PROVIDED ON THE TRAFFIC CONTROL PLANS W City REPRESENT MINIMUM REQUIREMENTS.THE CONTRACTOR SHALL MODIFY THE TRAFFIC of Pearland,Texas CONTROL PLANS AS DESCRIBED IN THE NOTES ABOVE AND/OR SHALL PROVIDE 23.THE LOADING AND UNLOADING OF ALL PIPE,VALVES,FIRE HYDRANTS,MANHOLES AND OTHER ADDITIONAL ENGINEER.MEASURES S AS ASSOCRED HY THE IATED RDED WITH TRAFFIC CONTROLS OR AS DIRECTED BY A BE INCIDENTAL Green Tee Re Abandonment ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDEDpVmp PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO TO REM 01555-TRAFFIC CONTROL AND REGULATION/FIAOGERS. THE MATERIAL.THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR THE MATERIALS AND EQUIPMENT. 7. THE CONTRACTOR SHALL OBTAIN NECESSARY APPROVALS FROM TXDOT FOR ANY General Notes TRAFFIC CONTROL AND OTHER WORK PERFORMED WITHIN THE TXDOT RIGHT-OF-WAY. 06 Nu 048-003 Av. SHEET ODRc AUGUST 2023 HOR2:1'-N0GE VNAIC'-NONE 2 0. ¢ NI DJ CAD X: ( OM P OJCJ OF 5 NOTES 1. CONDUCTOR SHALL COORDINATE ACCESS TO THE SITE YATH THE CITY OF PEAfbAND,MR Oscar Lars,PHONE(2B1) 652-1854. 2. CONTRACTOR SHALL EELD VEWFY EIDSIING UTILITIES PRIOR TO CONSTRUCn@1. 3, SEE SPEOFlCATIONS SECTION v01010'POT -- SEDUENCE AND PROGRESS OF WOTK, 4. RFHOVE-AND LEGALLY DISPOSE OF GROUND STORAGE TANK,METAL BUILDING, BOOSTER PUMPS,CONCRETE PAD FOINDATONS ANO SLABS AND ELECTRICAL EWIPMENT AS SHOWN. G, v� 5. AFTER RENOYNG CONDUCTORS.REMOVE c AND LEGALLY DISPOSE aF CONDUITS d BENEATH(RASE MID BACNFlLL TO VI EfOSRNG FLEVATON, m B. CONTRACTOR SHAIl ISOLATE ACTIVE ill: IcA TO LME TRENOVE BY CUTTING•PLUGGINGNG 1„1W= ] AND RESTRAINING THE ACTIVE PIPE AS O I SHOWNACCORDANCE AND REMOWITHNNONGTE INACTIVE7BELOW PIPING IN 12•Nava . 11 7. ALL INACTIVE PIPING,BOTH ABOVE AND Ix'DV.an Wwos -1 O BELOW GROINS,SHALL BE REMOVED AND LIRE uvs O e 1VFP LEGALLY DISPOSED OF AFTER R HAS BEEN ISOLATED FROM ACTIVE PIPING IN ACCORDANCE MTH NOTE 6 ABOVE BACKFILL OF AREAS WHERE UNDERGROUND PIPING HAS BEEN bAsIn link Fencec a a K—r— — —'-I COMPACTED 10 9SZCISTD.PROCTOROVED SHALL E,- Ix• •r• •10• • • • //// //// DENSTY. L, _LLI / / 2O • w CONTRACTION TO PERFORM FINAL 12 /uc PI Oltmlco Brno;/ 2S PA B. GRADING AND SITE �/��. IO /r rr r/ // // DEV UTICN WOO.OF GRADING FOLLOWINBE G ALL 11 ❑ 7 1 v AI VI r// rrr y/ THDOE TE ASOIT E POSITIVE DRAINAGE OF �(1 / /r/ /// /// /// THE STE O. IT WAS PRIOR TO CV 4 ® / / rr z N" 1 DEHOUTION. / r I= 9- IDIOT GATE 70 PROVIDE MECHANICALT x s - r, ,� Asphalt Pavement JOINT GATE VALVES WITH DIVE BLIND J __1 =Epp rr RANGE END. 'Pwrl PWvxv- rrr O / SHALL ENSURE ADEQUATE SO xP� v Od xP- v - rr rir r rrr rr r/r rrr ri rri rri rii rrr rn Q RESTRAINT ON ALL JOINTS TO ENSURE ® rr p — W'TArvA FEED i8an DIstRIBImaH(A RRA THERE IS NO FAILURE POTENTIAL DUE TO ° II .. -- — -- — -- ----_ ---- _'1 - --_ - NORMAL LINE PRESSURE rri = — — — _ -- BELIEYEO Ta TIE INTa r'ax SCARBDALt)T i1.CWNTRACICR TO ENSURE AOEOVAIE �I Nr' rrr -- v V° v Meter Vault D PROTECTION IS PROVIDED FOR EXISTING x D -- _D -__ SBCCg123VBPGLWATEAEEESLNletlYJJ-E____ ® v - 'v-e V o - - I-r--v- ______ Fa A PAILS AND AEQUIPMENT. POWER TO REMAIN SERVICE ATES 7 _ WITHOUT PRIOR APPROVAL FROM CITY. SUAVA Nu B / ! v v o " V - v°,V V- -- 12.CONTRACTOR TO PROVDE STORM WATER 18 ° -- �� 1B n ° .vPOLLUTION PREVENTION MEASURES x 1 ° 26 NODDING SLT FENCE AROUND ENTIRE ® 1B'"$t $M. _ ,■ I® V. v v 11 NOTIFY ADJACENT PROPERTY OWNERS 72 1 ` I /o° v w v - ° HOURS NTR PRIOR TO SUBMIT EM s` V - ° 14.CONTRACTOR TO 9JBNIT REMOVAL L ® =I ® e 0, \ V v _v V I PROCESS AS SHOP DRAWNG BEFORE Tjll BEGINNING THE WORK. a ��7 .PR-DATE 2. P ' TT -° — — La �®4 (: 1. 1, EI!ADj .aaa G•uaxs __ ° v - w -9 v ' a 1 j 21 . 1 \ / ' I JAMES 0.JONEB LAS 1y�'., 105038 f T'n 1 0- I NUM mMOESCWPnON DFMORLEAIAIN ``°J�19,�,y{J� �R,SANDBEAC BOLTED GROUND CON IETE OUNDATON DEMO :iiiiti �pryy/ I1 ILII L/��1� -� _ _ _ ,SAND BIFACNTAN6'MTISPILLENCIOSUREANOCONfAFTFFOWDATON DEMO N. Y CONCRETE OVERFLOW APRON DEMO P•/!-Z$/ I % -� / I 4 CHAIN LINK FENCE WITH BARBED WIRE AND GATES DEMO ABOVE GROUND 1r PIPING AND VALVESUN DEMO 12.UNDROUNO GNOUND 6°PING,GUANO PING DEMO ®JOKES UNo OUNDPIPI AI i AUF H,DJG"AD GUMP S S GYANDBO0 o ENGINEERING i PORTABLE METAL BIBmING DEMO S O L U T I O N S 0 BELOW UNDERGROUND PIP PIPINGING, DEMO Ins '-'-'ten-a-a-a._n-.-. Oil In LTni,FWn 1 12'UNOEROUND 12 PIPING,ClRAN01NSTALLPLUG,YBTOWOFF,AND moo DEMO Q�U��B�K��� ,�.J 2 ELECIRICALSERVICE MTH METER AND CABINET DEMO 11 ELECTRICAL CABINET' , LA ELECTRICAL CABINET REMAIN 15 SfADA POLE AND CDR EQUIPMENT REMAIN nSTORMINLET REMAIN s1oRMINIEr REMAIN City of Pearland,Texas 18 STORMINLET REMAIN 1B ELECTRIC GATE ACCESS BO% oFMO Green Tee Repump Abandonment 20 CAMERA POLE AND UNDERGROUND COND. DM 21 CONCRETE SLAB-PRIVATE PROPERTY REMAIN 22 ABOVEGROUND 1r PIPING AND VALVES DEMO Site Layout 23 UNDERGROUND GROUND I2•PIPING DEMO 20 ABOVE GROUN 09 RIVING AND VALVES DEMO 25 PHALT/GRAVELORIVEWAY REMAIN ee Ne.:D4B-003 SHEET 26 METER VAULT REMAIN Da AUGUST 2023 NRT 1•-40NE 3 27 INBTALLNEWEIECTRICAL METER AND SERVICE ONSCAGA POLE REMAIN On,Br SAE CAD FIE: Balm BE:JCJ OF 5 I I NOTE: 1.PRESSURE TEST OF AU.WATER USES SHALL BE AT 125 PSI FOR A REINFORCE°CONCRETE INN, ND@; DURATION OF 8 HOURS OR 150 PSI ON-SITE S B.LAYERS TO BE YIN 1 T/r HA b' DOME. AU riot renlN A D' FOR A DURATION OF 4 HOURS. inN15EED GRADE PLACFO w B.TAMERS tr IT-YiX ASM.LLTA:COILC. P T.FO SHAH TEE RMMLL COMPACTED TO saA MAX pm • CEia?FOR UNDER PREVENT. 2,AU.WATER METER BOXES SHALL OMIT NOTER BOX (GENERAL 1001 D EXPANSION SA-CUTJOINT `4 0 12' ASPHALT PAVMO NOTE Na 2)(LfvEP4 HOLE MODEL NOS 00 FOR AROUND ALL SAVE-cur /C.EW. Na 2) SINGLE AND ADS 01500 FOR DOUBLE. '"' jfW' EDGES =— ��� "�R OR APPROVED EQUAL,(BOX NEEDS 71 r_ N J uw.SroEWAu TO BE COMPATIBLE TO NEPNNE l��•' NEI xf' BASE (�') I 4• PRO-READ.)LOCKING LIDS VALI NOT •—I .1 BASE REPIKEYEM BE ACCEPTED. :..1.1E,,CRLSIE: TON •• , !.PROVIDE'UNIUFLANGE' EON-SrE soR RACK FTIL io. B TO NWSE APPROVED EQUAL PIPE RESTRAINT BUM 5440 COYPAOfO LO PLACED IN 6'1AWIRS tr � 'BRNtt LME ANO CASWC SYSTEM ON u x DRY DENSE, WYPACT TO95S WX,DRr (Ors P0.WNTLEE.SDR-9) UNDERGROUND PRESSURE PIPE CURB STOP SYSTEMS. T tl l0 9ss MAX (MUST MATCH g•J +„A { DRY DENSITYSEECN E CONNECTION 4.ALL WATER TAPS SHOULD BE ¢NO.t4 PLACED IN LINE YJTH PROPERTY 1,5 SACK CEMENT STABEIND WAS LINE CORNER OR PLACED HALF WAY TYPICAL TRENCH SECTION sue)BACNF:LL COMPACTED BETWEEN THE FRONT LOT 10 954 MAX. DEN9rc P RA„ MUEr rR CORNERS.OR AT PC OF CURB O GRADED AREA wITCOUPE N.NE STRENGTH EQUAL RETURN IN MULTI LOT edo SUBDPASIONS. 07 WHEN SERVICE METER IS NEAR WATER MAIN 5.IF LOTS ARE LESS THAN 60'WOE. O TYPICAL TRENCH SECTION IN PAVED AREA WO TAPS ARE TO BE PLACED AT 800 PROPERTY CORNERS Sear,CONC.PADN r.COVER PER BARS a TrCENTERS SPECE.VALVE Bar J5W M NATURAL F ixD _ 4B STOP RNA., APmRNIi mi. // �$ \\ yn.4�T_ BF SEE / r COMPOUND METER BOX OOWELr6A� ' '�`4 ORR.. I, I ME. 5 (CONNECTION NOTE NO.x) 9�"J>�,,�7 / x'MRFR G (GENERAL NOTE Na 2) ADJUSTABLE CA.NALW BOX(SCREW VLO•1 / - 10 MN. %� Trvc)AS LSD.BY YILRLER CD: (BON SCES) J, e OEGRM,RE OR APPROVED EQUAL VAN.fgNxECrpN !YIN.SDEWALk I (rW.) (Try 7RSTREET MON ENDS):° tl' '< �� I xYIN i .r11 �. 4-45 R MINr TOR SIZE 6 MPUST Blau SEf CURS STOP 10 HOUR FOR A LINE TO PASS TER AN (MUST MAT. ThFU51 RL000VG DETA4 OSSRUCDON FADIER DM.DERME.VIE) SERE ITWVE ACEOWIE fAER MD ROTES' FREER LINE I.NINE W ERA SHALL BE AWWA C9M PVC,DR-11. $E CONNECTION EIEP 8E+9 N BARS 0 APMOVED BY MF ENaAT£RxD NOTE NO t4 (RR.) fPATMSxr. 2.OFFSET ASSEMBLY GMUST PASS OVER THE RAL Mt RESTRAINED JMRB. FOR S SEE DETAIL OBSTRUCTION AS TONG AS THE 0J.ROM CLEARANCE IS LWNrNNED.SPECIFIC APPROVAL FROM THE •• - Yw..Pr M9LL DRONER020" UTAITIR MAHN.,OUST BE GRUNTED FOR THE 50000E UXE O VALVE SOX 6 OFFSET TO ARS UNDER THE OBSTRUCTION BpQ 4• - Oaf, J W..TIAN W VCORMICS S LL BE IN SPECIFICATIONS. E CORPORATION D. PA[X COCK (Clg POLYETHYLENE.SDR-9) B' - 0J72' 4.AS 00 N DUSTING RING BEYOND OFFSET SECTION Op EQUAL It 0.]TS' AS REWIRED TO PREVENT MOVEMENT, ' ER PPE YM.OR PRECAST AND MGM 5.ALL PVC PRODUCTS MST BE LASTED ON CITY OF CONCRETE OR 51E¢LAYER MERn BOX PEARUNDE APPROVED PRODUCTS UST. O WHEN SERVICES CROSS PAVED STREET PLACE GRAVEL Oa STOVE ARa1N0 DABS 800 /•dam//� CIF HroRu�r To PERLyr mEE DRANINc O OFFSET ASSEMBLY . MART TO r ABOVE eiOc EIS RFau¢D.MARTcWCRFTE MRUSi 800 SERVICE CONNECTION DETAILS FROM GRADE Wg6L .01 B01100 ANGLE 1, THE WA.MAIN SHALL NAVE A MINIMUM COVER 0 4Y BELOW TOP OF NRB GRADE NATURAL GROUND VALVE OR APPROVED EQUAL 2,THE WA.SEWAGE LINES MAT ARE INSTALLED BEFORE ME COMPLETION OF STREET cowmen.MALL BE WOW �'^�o:Ah THE SERVICE DTW Al ME SAME ELEVATION AS THE WATER YAM OR A IA..COVER OF 45'BELO*TOP OF NRB yAH!5....y ti -"'Z.,' .'_ L'.Yi ,''!"C1` GRADE AT NE PROPER LOCATION FOR ME MEIER BOX ME METER(CURB)STOP SHALL BE RAISED 10 IS' BELOW t V'IV ''a TOP OF CURB GRADE gm FRou.EXCESS MRM4 TO RAISE THE S.AT A FUTURE DATE TO 6'BELOW LOP OF "l 01#Yn� F`9rO PBi NIPPLE It a.LOCATOR WR0E SHALL DE PLACED ON ALL MANS AND SERVICES(NM.20 0A COPPER) JAYES C...TONES ° TAD CAP �•4R4 4. WEE ME.SERVILE LNES SHALL BE 1' 10 1.0.,CTIS POLTETIOUNE SDR-9. • ® 5 CONTRACTOR To FURNSH AND INSTALL DOUBLE SERVIE METER BOXES AT nms,1 GRADE. )'''''''''''''14°. r CALV.wPE �IT��II�, m �,Y4FIRE XYpRANi ASSNBLES SHALL N9RMALLY BE LOCAlEO MPEE REt BEN.ND BACK G WINS, DEFLECT WAIERUA'EBII (NP�)tt Aa CR III III� m�( BWWTIN NE EE.ONE TO NCH GA MR£F f0N BOX.REARANCE.REWIRED T AND LY SMALL wQWE AN VINE 502E. 9% ,,IWNCU I[E.cNE SK Mal GATE VPLW AND BOX ONE FAE NTCRANi AND SA Mal LEAD PPWG 4Vo lE BAatSY'x`F.NI(�lER VALVES 4V Y.LINES SHALL BE LOCATED AS CLOSE AS POSS.TO EXTENDED PROPERTY UNE.0 SMALLC NTO N TO AWWA C-500.OPEN LEFT.EQUIPPED NTH 2'SQUARE CPERADNG NUT, VI' T CR PING TO e 1EPUNF3 4 Nu 000000 R2 MCN I.D.SHALL CNPLY WON THE kFWIR[MENiS A AWWA ST nOARD C-9W C455 •tr./3 SXa+TAPPED Q 14'YIN.-I2'tr LAROLR PIPE iB' ISO.OR-15 MTIR CAST IRON OUTSIDE DIAMETER. EOR WALPROVEp A �— WN.-20"tr SMALLER LL CONCRETE THRUST B 01062 STALL BE PLACED M FORu A SWHD COWVECDON BEIWECN T1WGS VALVES AND FIRE HIDRANTS AND UNDISNRBEO EARTH CONCRETE FOR THRUST BLOCK.°SHALL RAW A MWYW CF 25W P,il, ,��� _ BENDS AND TEE r 4 t� .D C CWFAESSW$CONFOR AI A DAYS T °JONES 10.DUCTILE WON COMPACT FITTINGS SHALL CONFORM TO AWWA C-153 AND CAD MINTS OF D MAIN LINE TEE J 9 SHALL SXAEM CONFORM TO AVM C OAT FOR RUBBER CASKET. JOINTS.CLAY TRW AND DUCTILE NON FITTINGS ENGINEERING yW RCS SHALL BE CEMENT LINED ON EPDXY COATED. 1 2 A II,ALL FIRE HYDRANTS AND VALVE BOAS ARE TO BE AMSTED TO FINISH GRADE AFTER PAYNO IS COMETS ,_' r6'uM. Ig. %le' t9 me 0• a• lY IC w tz.INSTALL CONCRETE BLOaR BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST BLOCKING TO MOM THAT FIRE S 0 L U T I a N S H1DR.MRTS ARE INSTALLED LEVEL 11 CONTRACTOR SNAIL NOTIFY CITY IN..22 HOURS BEFORE START OF CONSIRUCna, ,�l—.''i ,�I, . Y 1S le• a' N,RIGHT ANGLE CRAB STOPS WOE BY FORD,OR APPROVED F0000 SHALL BE USED. (SINGE SERVICE:FORD �1—", /�,II E� •=1 111�p IY I lee' 2Y i'. BA -ERIM W EQUIVALENT.pD1BLC 4RVI[f FORD UAVFIU-4Ix W EaAVAtENi).ONLY PACK..CANT CUP°STOPS �:%' ._ s,4►�11�, 'EMIR 2D', L ARE-342WI OR• i. COILTRETE TRUST BLACK • 9O E1BOA, 1'ry�V,11 r Cl II• 2/ W. a u.WATER MAW..ARE NOT PERMITTED(EXCLUDING 1 WTI WATER sERYlCES mM 1 INCH -BRANCH SI00O0 ASSUME ' (SEE MRIIST BLOCK DETULI /VV p(BO,) 18 WRIER TAPS SMALL HAVE A WNW LT 21 MCN SEPARATION BETTE.TAPS ON ME WATER LANE, r 2 N. ST 21 1ID15 Of THRUST BLOCK -0'Yw. , r IT ,IT IT IC W IT E PLUG City of Pearland, Texas BEND O2'ELOW Off VALVE ASSEMBLY 6" THRUST BLOCKING DETAL Note Dimension with asterisk I•)r00Mo-a, Green Tee Repump Abandonment 6Q0 BOO structural design Standard Details — Water J. oo048-003 ' SHEET Oe00 AUGUST 2023 HER1'-NON 4 m BR SA( CAD FLLET CI.BPJCJ OF 5 NOTES MULLER SUPER CENTURION-MOOR.250, 3'TO HOP SEE VALVE BOX I. THE FIRE HYDRANT SUPPLY FIRENE FROM AMENCA DARLING-MODEL B-B4-4, THRUST BLOCK SHALL BE CONSTRUCTED O DUCTILE IRON DETAIL CONCRETE C WATER MAIN TO THE HYDRANT FAST JORDAN IRON WORKS-MODEL SCO250 • PIPE PVC ROA11 NO BE ALLOWED. WATEANASIER OR APPROVE°EQUAL MIN.36" nPE HYDRANT 2. FlAE HYDRANT THREAD SITE: PUMPER CONCRETE CWNECDON 4,92 SZE=A492' FIRE HYDRANT PER SAVE AS BONNET COLOR w ORIENT FRONT OFSEE CHART FOR COLOR OF THRUST BLOCK �� SInC'a THRUST BLOCK BONNET _"s`[TsYCC �i. :IP y 1 PRUDE VNI-FLANGE. OR APPROVED . PLANS !�'�"` EQUAL PIPE RESTRAINT AND CASING SISJEM SEE NOTES FOR HYDRANT TEE O {�`'!4' ON UNDERGROUND PRESSURE PIPE 5 alWi THREAD SIZE AND I I QUICK CONNECT III' O (u X FLG TEE) �II!�IIO110i +y r- -_— `�J m H 9RIM BOLD OBE 4.FIRE HYDRANT ASSEMBLIES GALL NORM,LLLY SEE VALVE BOX y INSTALFR IS TO INSURE I DELIVERED FROM i a O` BE LOCATED TIRE[FEET BEHIND BACK OF SEE DETAIL SHEET W1R1 3 III THAT CVAPS TO GP _ MAR''BLLT(PANTED an . . Y;}� TO�YAN DEFLECT WTMNEE FOOATERUNES TS CLEARANCEY CORNS ARE SECURED TO s SAFETY OWE I225At20) / SEE GENERAL NOTE REWIRED ASSEMBLY SHALL INCLUDE ONE HYDRANT. w • FOR THREA➢SIZE UNE SEE BY SX INCH TEE,FIREONE SIX INCH AND QUICK CONNECT AND SX INCH LEAD PIPING AND TIE BALES. FINISHED GRADE h .' yytt GATE VALVE AND BOK,ONE HYDRANT -' iff " . ,•X.i gr.0� MEGAWG JOINT 5. ALL CONCRETE CR0125T BL000NG SMALL BE "k F � � RESTRAINT OR PLACED TO FORM A SCUD CONNECTION APPROVED EQUAL(Ti?) BLIIEEN STONES, VALVES. AND FIRE BURY LINEFROM TEE TO VALVE NYDRATT9 AND UNDISTURBED EARTH. VALVE TEE COLOR CODE COLOR CODE(BONNETS AND CAPS) AND VALVE TO HYDRANT CONCRETE FOR THRUST BLOCMNG SHALL DAL X TEE) FIRE HYDRANT BARREL SAFETY BLUE CODE NO.225A120 HAVE A MINIMUM OF MO P.SL BALM(OF TRENCHHCM PRE HYDRANT S VISE AS BONNET COLOR MAN SIZE RAIN COMPRESSIVE STRENGTH AT 2B DAYS. fi' G1055 WHITE CODE NO.2]SAIQU fi.INSTALL CWORETE BLOCK BENEATH FIRE I CONCRETE B. SAFETY ORANGE CODE NO.225A122 THRUST BLOCK Of AND ID' JOHN DEERE GREEN CODE NO.225A133 THRUST BLOCKING TO HYDRANTS BEFORE INSURE THAT nTE A,I 'ry` „ A 16.AND 20' JOHN DEERE YELLOW CODE NO.225A138 4., HYDRANTS ARE INSTALLED LEVEL. E FlRE y� `\', �,"•��'� I �� 22'AND UP SAFETY RED CODE NO.225A123 • �' `1�III�I0 I[ MAN T. ALL PINE HYDRANTS AND VALVE BOXES ARE TO BE ADLSTD TO FlNISM GRADE AFTER 1i „il 11.'cabal ,i l t* PAVING IS COMPLETE 'NSA:$44341'`:fi::".ad .:1^"'':o' O FIRE HYDRANT-COLOR CODE O B. ALL FIRE HYDRANTS ARE TO BE EQUIPPED %a,P `>•'''.D,W?!.;<,'" ,Z 3 FIRE FIYDRANi-PLAN I MATH HYDRA-STOR2 COM CONNECT HYDRANT SYSTEM(1/4 X 5' BASE)ROTH 2�°r �'" GRAVEL 2 DEBRIS CM NAYUFAC APPROVED BY VARIES \ BURRS CAP IS TO BE TETHERED MIN A CONCRETE NEGAUG JOINT 12•STAINLESS STEEL CABLE,UTIUZNG THE THRUST RESTRAINT OR EYELET CN THE FIRE HYDRANT AND THE BLOCK APPROVED EQUAL DTP) DERIWS CAP FROM TEE TO VALVE AND VALVE TO HYDRANT 9. CONTRACTOR STALL NOTIFY CITY ENGINEER 413 HOURS BEFORE START OF CMSIRUCTON. NOTE; 3I al PRIMED 10.ALL ARE HYDRANT RESTRAINTS TO BE MU O FIRE HYDRANT SNAIL BE DUCTILE IRON r HIGHWAY RanCROSSING FlTRNG. PIPE NO PVC IS ALLOWED IT.ALL SOARER AND CAP SHALL BE FACTORY 2 , I IN.5' MIN.5' ENCASEMENT PIPE TO BE SCUD WflDEO NM A MIN WALL SEE NOTE 5 11110GESS O 0.2S0 INCHES FOR CASNG PIPE 12' ROUGH ROT CASING PIPE LARGER THAN DV SHALL HAVE A WAIL THItlWESS CAS O APPROVED EQUAL PEtlFIED BY THE DEStlGNG ENGINEER. CASING PACERS Wc51„AllEO a VALVE BOX V PERNOTESARO TABLERAFTER OU WASTEWATER PIPEDETAIL CONCREERRE HYDRANT THRUSTBLOCK ROW •�I L _ _ _ _ _ CONCRETE CONCRETE VARIES VARIES w w w O w w w w e THRUST BLOCK ,.�, THRUST BLOCK - - - - - J 4G .•,. `C 44 YN, Yyi y�r �- �� HYDRANT TEE(CLOW :Lt�jG� 4 E E, T'� r"• . I224 OR MPROVED '4' Y" dV MS OR APPROVED R PROVED JOINT LUGER HOLE ETO BE NO LARGER THAN OUTSIDE DIAL OF CASING PIP GRCA� EQWL(W%FLL TEES QIIII�)ty,II�II- y, (TIP BOTH SEAL ENDS) �" IT 11 MAN-�� +�iC '��n"� �..yD DITCH FL A �'1 .ti 4 y��y\ (TNC,ITITINAI SECT ( ES C.JONEB . 4r� , IIII O ENCASEMENT PIPE {yysj,, ♦l 'N...mmE tOSNB (Pi _ PIPE BELL .q '?= CONCRETE I/ Q c . �4'/ CASING TABLE / AUWR AO.0 A,Aw THRUST BLOCK 2 SEE NOTE `y "TM PPE 9EE NINE CASING SIZE 'TAU SUPPORT ��+\ EGAD.JOINT RESTRAINT OR D�. V DIAL IN INCHES IN90E DIAL IN INCHES PAtlNG N FEET , / , / -PROVED EQUAL $ SHOULDER 4`4i�U 4, S 'i91''� _ - /iAt jAl P'FF'IS • FROM TEE TO BEND,BEND I ,,,,, �)y top,. 4 12 4.) ■■■ / I. TO -VE AND VALVE 10 HYDRANT E 6 10 7.4 � �/ t° B BS ®JOKES ' 15/2 Ifi 22 1 0 �`��i ENGINEERING NOTE: 18 26 12.0 SOLUTIONS DESIGN ENGINEER TO RECOVNENO 20 N 21 30 12.0__ U APPROPRNIS DESIGN WHICH NAY INCWDE 24 33 1,2.0 SLOPE NO STEEPER THAN 3:1 OR SLOPE 27 3G 120 CROSS SECTIOF( PAVING OR VFRRGL Will. Q ALTERNATE FIRE ..-. -PLAN NOTES: W TYPICAL SECTION 1.SPACERS FOR CARRIER PIPE SHALL BE STAINLESS STEEL NEOPRENE OR APPROVED EQUAL AND SHALL BE INSTALLED TO CENTER CARRIER PIPE SIDON CASNG MT1 A MAX TOLERANCE OF 8•BETWEEN RUNNER AND - --- 2 S)I$) )WITHOUT CURB AND GUTTER CASING SEE CA9HGDE AS WELL AS PREVENT THE CARRIER PIPE TABLE PM PACER STANCE ARID NUMBER OOSPACERSG O THE DELIS MT W HE CASING. City of Pearland, Texas 2.PACERS TO BE PLACED A NIN OF I'BACK FROM EACH JONT THAT FALLS WITHIN CASING.A GREATER SET BARB MAYS. AYY BE REQUIRED FOR LARGER PIPE SEE CASNG TABLE FOR ADDITIONAL INFO ON SPACING OF Green Tee Repump Abandonment 3.WHEN INSTALLING GRAVITY PIPE MA CASNG CONTRACTOR SNAIL TAKE INTO CONSIDERATION PIPE GRADE SO THAT THE buTLJN PIPE MAINTAINS THE PROPER FALL Standard Details - Water 4.JOINT RESTRAINTS ARE REQUIRED ON ALL JOINTS THAT FAIL UNDER OR SIDON IV OF HIGHWAY CROSSINGS REGARDLESS OF PIPE MATERIAL CASED OR NOT. 5.THE LENGTH OF CASING MAY VARY DEPENDING ON THE TYPE CrROADWAY.THE CASNG SHALL BE EXTENDED ab N>:048-003 Stet. SHEET FROM ROW TO ROR FOR STATE HIGHWAYS,THOROUGHFARES AND COLLECTOR STREETS. DNc AUGUST 2023 HV77:1'-NONE n. Br M ,..)CAD� mu BF:JCJ OF 5 CITY OF PEARLAND ADDENDUM Section 00900 ADDENDUM NO. #1 Date August 31, 2023 PROJECT Green Tee Repump Abandonment BID NO ITB 0823-20 BID DATE September 14th, 2023 FROM. Oscar Lara Project Manager Engineering and Public Works City of Pearland 2016 Old Alvin Road To Prospective Proposals 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 CLARIFICATIONS Addendum No 1 includes an updated version of section 00100 This version updates the requirement for the mandatory pre-bid meeting to be non-mandatory and to be held on September 7th, 2023 SPECIFICATIONS N/A CONSTRUCTION DOCUMENTS END OF ADDENDUM NO #1 Oscar Lara Project Manager 2-22-12 00900- 1 of 1 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 ebidsa,pearlandtx.gov All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Officer, City of Pearland, City Hall located at 3523 Liberty Drive, Pearland,Texas 77581 Electronic Bids will be accepted until 2.00 p.m.,Thursday, September 14,2023 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: Green Tee Re-Pump Abandonment City of Pearland, Texas COP PN• WA2204 ITB NO 0823-20 A non-mandatory pre-bid conference will be held at the City of Pearland EPW Building at 2016 Old Alvin Road, Pearland, Texas 77581 at 2:00 p.m. on Thursday, September 7th, 2023. The project will entail the removal of the existing Green Tee repressurization station located west of Bogey Way, north of Scarsdale Blvd. in the City of Pearland. The site consists of an 212,000-gallon bolted,steel ground storage tank,2 booster pumps,LAS and bleach tanks,and a portable metal building all with associated concrete foundations.The City desires to abandon the facility and remove all above and below ground utilities and appurtenances inside the current fence line of the plant. 02-2023 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 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 Architect/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/Logm.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 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 02-2023 00100-2 of 3 CITY OF PEARLAND INVITATION TO BID 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 criterion, the city will consider 1) lowest total bid price for all work listed and specifically requested, including but not limited to Base Bid, Allowances, 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. Frances Aguilar, TRMC, MMC City Secretary, City of Pearland First Publication date August, 23, 2023 Second Publication date August, 30, 2023 02-2023 00100-3 of 3 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION Section 00811 WAGE SCALE FOR ENGINEERING CONSTRUCTION 1 01 In accordance with the Prevailing Wage law on Public Works (Article 2258 of the Texas Government Code),the public body awarding the contract does hereby specify the rates shown in Table 00811-A following to be the general prevailing rates in the locality in which the work is being performed. 1 02 This prevailing wage rate does not prohibit the payment of more than the rates stated. 1 03 The wage scale for engineering construction is to be applied to all site work greater than five (5)feet from an exterior wall of new building under construction or from an exterior wall of an existing building. (Attach the current wage rates. Number the pages 00811-2, 00811-3, etc) 10-2012 00811- 1 of 9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION "General Decision Number: TX20210032 05/07/2021 Superseded General Decision Number: TX20200032 State: Texas Construction Type: Heavy County: Br.azoria County in Texas . HEAVY CONSTRUCTION PROJECTS (Including Water and Sewer Lines (Does Not Include Flood Control) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10 . 95 for calendar year 2021 applies to all contracts subject to the Davis—Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10 . 95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021 . If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5 . 5 (a) (1) (ii). (or the EO minimum wage rate, if it is higher than the conformed wage rate) . The EO minimum wage rate will be adjusted annually. Please note that this EO applies to 00811-2_of9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION, the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5. 1 (a) (2) - (60) . Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts . Modification Number Publication Date 0 01/01/2021 1 03/12/2021 2 05/07/2021 * SFTX0669-001 04/01/2021 Rates Fringes SPRINKLER FITTER (Fire Sprinklers) $ 31 . 68 22 . 20 SUTX2005-018 05/18/2005 Rates Fringes Carpenter $ 14 . 38 0 . 00. CEMENT MASON/CONCRETE FINISHER $ 11 . 37 1 . 13 ELECTRICIAN $ 18 . 40 1 . 34 Formbuilder/Formsetter . . . $ 9. 83 1 . 69 IRONWORKER, REINFORCING $ 11 . 29 0 . 00 Laborers : Common $ 8 . 99 1 . 25 Landscape $ 7 . 35 0 . 00 Mason Tender Cement $ 9 . 96 0 . 00 Pipelayer $ 9. 63 1 . 50 00811 -3 of 9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION PIPEFITTER $ 17 . 00 0 . 04 POWER EQUIPMENT OPERATOR: Backhoe $ 12 . 74 0 . 00 Bulldozer $ 12 . 46 0 . 00 Crane $ 11 . 00 0 . 74 Excavator •$ 16. 74 0 . 00 Front End Loader $ 10 . 47 1 .28 Grader $ 12 . 20 1 . 48 Tractor $ 11 . 29 1 . 45 TRUCK DRIVER $ 14 . 42 1 . 00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental . Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017 . If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured., or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is 00811-4of9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol .gov/whd/govcontracts . Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CF'R 5 . 5 (a) (1) (ii) ) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example : 00811 -5of9 CITYOFPEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION PLUM0198-005 07/01/2014 . PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e.. , Plumbers Local 0198 . The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2.014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014 . Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example : SULA2012-007 5/13/2014 . SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates . LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion 00811-6.of9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE:. UAVG-OH-0010 08/2.9/2014 . UAVG indicates that the rate is a weighted union average rate. OH indicates the state . The next number, 0010 in the example, is an internal number used in producing the wage determination.. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1 . ) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination 00811-7 of 9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the ',age and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations . Write to: Branch of Construction Wage Determinations << Wage and Hour Division U. S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2 . ) If the answer to the question in 1 . ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 . 8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U. S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 2021.0 The request should be accompanied by a full statement of the interested party' s position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 00811-8of9 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION 3. ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative. Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4 . ) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION" 00811 -9 of 9 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 1 TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS 04/2008 CITY OF PEARLAND SUMMARY OF WORK Section 01100 SUMMARY OF WORK 1.0 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 removal of the existing Green Tee repressurization station located west of Bogey Way, north of Scarsdale Blvd. in the City of Pearland. The site consists of an 212,000-gallon bolted steel ground storage tank, 2 booster pumps, LAS and bleach tanks, and a portable metal building all with associated concrete foundations. The City desires to abandon the facility and remove all above and below ground utilities and appurtenances inside the current fence line of the plant. 1.03 WORK BY OWNER A None 1.04 OWNER FURNISHED PRODUCTS A None. 1.05 WORK SEQUENCE A Contractor shall first locate all utilities, then remove the ground storage tank, then underground piping and other appurtenances, with the fence removal being last. B Contractor to submit project schedule to Engineer & Owner for approval as specified in.Section 01350—Submittals. C Contractor shall coordinate the Work with the Engineer and Owner as specified in Section 01310 - Coordination and Meetings. 1.06 FUTURE WORK A None 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 of 2 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.PREIVIISES 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 Matenal Disposal 5 Section 01720—Field.Surveying 6 Section 02980_Pavement Repair 7 Section 02770—Curbs, Curb & Gutter, &Headers 8 Section 02255—Bedding,Backfill, &Embankment Materials 9 Section 02922—Sodding 10 Section 02921 —Hydromulch Seeding 1.3 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.4 LIMITS OF CONSTRUCTION A Confine access,operations,and storage areas to limits of construction as shown on the Plans provided by Owner as stipulated in Section 00700 — General Conditions.of Agreement;trespassing on abutting lands or other lands in the area is not allowed. B Contractor may make arrangements,at Contractor's cost,for temporary use of private properties,in which case Contractor and Contractor's surety shall indemnify and hold harmless the Owner against claims or demands arising from such use of properties outside of the limits of construction. 1 Improvements to private properties made for the Contractor's use mustbe removed upon completion of the Work. a. No fill material may be placed in temporary work areas or on adjacent private properties without the written permission of the 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 of4 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 Mamtain 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 inaccordance 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 or businesses. 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 E 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 OF PEARLAND CONTRACTOR'S USE OF PREMISES longer being utilized. E Dispose of waste and excess materials in accordance with requirements of Section - 01562.—Waste Material Disposal. 1.10 RESTORATION A Restore damaged permanent facilities to pre-construction conditions unless replacement or abandonment of facilities is indicated on.the Plans. B Repair/Replace removed or damaged pavement m accordance with Section02980— Pavement Repair and removed or damaged curbs,gutters,and headers m 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.Seedmg. G Water and level newly sodded areas with adjoining turf using steel wheel rollers appropriate for sodding 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - Not Used END OF SECTION 01/2018 01140-4 of 4 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES Section 01200 MEASUREMENT AND PAYMENT PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for measurement and payment of Work. B •Conditions for nonconformance assessment and nonpayment for rejected products. C References to Technical Specifications See Bid Proposal Sheet D Reference Standards 1 Concrete Reinforcing Steel Institute (CRSI) 2. American Institute of Steel Construction (AISC) 1.02 AUTHORITY A Units and methods delineated in this Section are intended to complement the criteria of the Technical Specifications and Section 00300=Bid Proposal. B In the event of conflict, the unit specified for Bid Items in Section 00300 — Bid Proposal shall govern. C Measurements and quantities submitted by the Contractor will be verified by the Engineer. D Contractor shall provide necessary equipment, workers, and survey personnel as required by Engineer to verify quantities. 1.03 UNIT QUANTITIES SPECIFIED A Quantity and measurement estimates stated in Section 00300—Bid Proposal are for contract purposes only Quantities and measurements supplied or placed in the Work, authorized and verified by Engineer shall determine payment as stated in Section 00700—.General Conditions of Agreement. B If the actual Work requires greater or lesser quantities than those quantities indicated in Section 00300 — Bid Proposal, provide the required quantities at the unit prices contracted except as otherwise stated in Section 00700 — General Conditions of Agreement or in executed Change Order 1.04. MEASUREMENT OF QUANTITIES A Measurement by Weight: Reinforcing steel, rolled or formed steel or other metal shapes will be measured by CRSI or AISC Manual of Steel Construction weights. Welded assemblies will be measured by CRSI or AISC Manual of Steel Construction or scale weights. 05/2007 01200- 1 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES B Measurement.by Volume: 1 Stockpiles. Measured by cubic dimension using mean length, width, and height or thickness. 2. Excavation and Embankment Materials. Measured by cubic dimension using the average end area method. C Measurement by Area. Measured by square dimension using mean length and width or radius. D Linear Measurement: Measured by linear dimension, at the item centerline or mean chord. E Stipulated Price Measurement: By unit designated in the agreement. F Other Items measured by weight, volume, area, or lineal means or combination, as appropriate, as'a completed item or unit of the Work. 1.05 PAYMENT A Payment includes full compensation for all required supervision,labor,products,tools,. equipment,plant,transportation,services,and incidentals,and erection,application or installation of an item of the Work; and 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 oh 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. Final Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities determined by Engineer multiplied by the unit price for Work which is incorporated in Or made necessary by the.Work. 1.06 NONCONFORMANCE ASSESSMENT A Remove and replace the Work, or portions of the Work, not conforming to the Contract Documents. B If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct one of the following remedies. 1 The nonconforming Work will remain as is, but the unit price will be adjusted to a lower price at the discretion of the Engineer 2. The nonconforming Work will be modified as authorized by the Engineer, and the unit price will be adjusted to a lower price at the discretion of the Engineer, if the modified Work is deemed to be less suitable than originally specified. 05/2007 01200-2 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES C Individual Technical Specifications may modify these options .or may identify a specific formula or percentage price reduction. D The authority of the Engineer to assess the nonconforming Work and identify payment adjustment is final. 1.07 NONPAYMENT FOR REJECTED PRODUCTS A Payment will not be made for any of the following: 1 Products wasted or disposed of in a manner that is not acceptable to Engineer 2. Products determined as nonconforming before or after placement. 3 Products not completely unloaded from transporting vehicle. 4 Products placed beyond the lines and levels of the required Work. 5 Products remaining on hand after completion of the Work, unless specified otherwise. 6. Loading, hauling, and disposing of rejected products. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 05/2007 01200-3 of 3 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 Pnce Change Order, Unit Price Change Order, Time and Materials Change Order; 4 Execution of Change Orders, 5 Correlation of Contractor Submittals. B References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01760—Project Record Documents C Other References. 1 Rental Rate Blue Book for Construction Equipment(Data Quest Blue Book) Rental Rate is defined as the full unadjusted base rental rate for the appropriate item of construction equipment. 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 RESPONSIBLE INDIVIDUAL A Contractor shall provide a letter indicating the name and address of the individual authorized to execute change documents, and who shall also be responsible for informing others in Contractor's employ and Subcontractors of changes to the Work. The information shall be provided at the Preconstruction Conference. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME A Provide full information required for identification and evaluation of proposed changes, and to substantiate costs of proposed changes in the Work. B Contractor shall document each Proposal for Change in cost or time with sufficient data to allow for its evaluation. 02/2008 01290- 1 of 4 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 maybe 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 descnption 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 Umt'Price Change Order will be based on unit prices as originally bid, subject to provisions of Section 00700=General Conditions of Agreement. B Where unit prices of the Work are not pre-determined in Section 00300 - Bid Proposal, Work Change Directive or accepted Proposal for Change will specify the unit prices to be used. 02/2008 01290-3 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES 1.10 TIME-AND-MATERIAL CHANGE ORDER A Contractor shall provide an itemized account and supporting data after completion of change,within time limits indicated for claims in Section 00700—General Conditions of Agreement. B Engineer will determine the change allowable in Contract Price and Contract Time as provided in Section 00700—General Conditions of Agreement. C Contractor shall maintain detailed records of work 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 EXECU'TION - NotUsed END OF SECTION 02/2008 01290-4 of 4 CITY OF PEARLAND COORDINATION AND MEETINGS Section 01310 COORDINATION AND MEETINGS 1.0 GENERAL 1.01 SECTION INCLUDES A Section includes general coordination including Preconstruction Conference, Site Mobilization Conference, and Progress Meetings. B References to Technical Specifications. 1 Section 01100—Summary of Work 1.02 RELATED DOCUMENTS A Coordination is required throughout the documents. Refer to all Of the Contract Documents and coordinate as necessary 1.03 ENGINEER AND REPRESENTATIVES A The Engineer may act directly or through designated representatives as defined in Section 00700 — General Conditions of Agreement, 1 01 "Owner, Contractor, and Engineer", and as identified by name at the Preconstruction Conference. 1.04 CONTRACTOR COORDINATION A Coordinate scheduling,submittals,and work Of the various Technical Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B Coordinate completion and clean up of the Work for Substantial Completion and for portions of the Work designated for Owner's partial occupancy C Coordinate access to Project Site for correction of nonconforming work to minimize disruption of Owner's activities where Owner is in partial occupancy 1.05 PRECONSTRUCTION CONFERENCE A Engineer will schedule a Preconstruction Conference. B Attendance Required. Engineer's representatives,Consultants,Contractor,and major Subcontractors. C Agenda. 1 Distribution of Contract Documents. 2. Designation of personnel representing the parties to the Contract, and the Consultant. 3 Review of insurance. 02/2008 01310- 1 of'3 CITY OF PEARLAND COORDINATION AND MEETINGS 4 Discussion of formats proposed by the Contractor for Schedule of Values, and Construction Schedule. 5 Discussion of required Submittals, including,,.but not limited to,Work Plans, Traffic Control.Plans, Safety Programs, Construction Photographs. 6 Procedures and processing of Shop 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 arid 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 - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01310-3 of 3 CITY OF PEARLAND SUBMITTALS � 4 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 original number with an alphabetic suffix(i.e.,.2A for first Re-Submittal of Submittal 2 or 15C for third Re-Submittal of Submittal ,15). Each submittal shall only contain one type of work, material, Or equipment. Mixed submittals will not be accepted. 3 Identify variations from requirements of Contract Documents and identify product or system limitations. 4 For submittal numbering of video tapes, see this Section, 1 10 "Video" C Contractor's Certification 1 Each submittal shall contain a statement or stamp signed by the Contractor; certifying that the items have been reviewed in detail and are correct and in accordance with Contract Documents, except as noted by any requested variance. 1.03 SCHEDULE OF VALUES A Submit a Schedule.of Values at least 10 days prior to the first Application for Payment. A Schedule of Values shall be provided for each.of the items indicated as.Lump Sum (LS). in Section 00300 — Bid Proposal for which the Contractor requests to receive Progress Payments. B Schedule of Values shall be typewritten on 8-1/2"x 11",plain bond,white paper Use the Table of Contents of this Project Manual as a format for listing costs of Work by Section. C Round off figures for each listed item to the nearest$100 00 except for the value of one item, if necessary, to make the total price for all items listed in the Schedule.of Values equal to the applicable Lump Sum in Section 00300—Bid Proposal. D For Unit Price Contracts, items should include a proportional share of Contractor's overhead and profit, such that the total of all items listed in the Schedule of Values equals the Contract amount. For Stipulated Price Contracts,Mobilization,Bonds,and Insurance may be listed as separate items in the Schedule of Values. 01/2008 01350-2of6 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 00100 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 Pnor to the commencement of any construction,take digital color photographs. on the entire route of the project 2. Photographs. Two pants, color, matte finish, 3 x 5 inch size, mounted on 8' 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 maybe shown on a chalk board in the photograph by a label on the mountings.) 4 Photographs should show the condition of the following a. Esplanades and.boulevards b Yards (near, side and far side of street) c. .Housewalk, sidewalk and driveway; curb d. Area between walk and curb 1) Particular features(yard lights, shrubs, fences, trees, etc.) 2) Landscaping and decorative features. C POST CONSTRUCTION PHOTOGRAPHS 1 On completion of construction, provide photographs of any public or private property which has been repaired or restored and any damage which is or may be the subject of complaints. 1.09 PROJECT RECORD DOCUMENTS A Submit Project Record Documents in accordance with Section 01760—Project Record Documents. 1.10 VIDEO A Submit television video in DVD format as required in individual Technical Specifications. B Transmittal forms for video disks shall be numbered sequentially beginning with TO1, T02, T03, etc. 01/2008 01350-6 of 6 CITY OF PEARLAND SUBMITTALS 1.11 DESIGN MIXES ti 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 i 01/2008 01350-7 of 6 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS Section 01380 CONSTRUCTION PHOTOGRAPHS 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for construction photographs and submittals. B References Technical Specifications 1 Section 01100—Summary of Work 2. Section 01350—Submittals 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Construction Photographs under this Section. Include cost in Bid Items for installed Work. 1.03 SUBMITTALS A When required by Section 01100 — Summary of Work, submit photographs in accordance applicable provisions of this Section. B Make Submittals required by this and related Sections under the provisions of Section - 01350—Submittals. C Prepare three(3)prints of each view and submit two(2) prints directly to the Project Manager within seven(7)days of taking photographs. One(1)print shall be retained by the Contractor in the field office at the Project Site and available at all times for reference. D When requested by the Project Manager, the Contractor shall submit extra prints of photographs, for distribution directly to designated parties who will pay the costs for the extra prints directly to the photographer E When required by individual Sections, submit photographs taken prior to start of the Work to show original Project Site conditions. F When required by Contract Documents, submit photographs with Application for Payment. G When required by individual Sections,submit photographs taken following completion of the Work to show the condition in which the Project Site will be left. H With each submittal,include photographic negatives in protective envelopes,identified by Project Name, Contractor, and date photographs were taken. 01/2008 01380- 1 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 1.04 QUALITY ASSURANCE h 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 OF PEARLAND CONSTRUCTION PHOTOGRAPHS 3.02 POST-CONSTRUCTION PHOTOGRAPHS A Following the completion of the Work,take photographs from corresponding vantage points and direction of shots. 3.03 PROGESS PHOTOGRAPHS A Take photographs at intervals, coinciding with the cutoff date associated with each Application for Payment and submit on CD with monthly Application for Payment. B Select the vantage points for each shot each month to best show the status of construction and progress since the last photographs were taken. Take not less than two (2) shots from the same vantage point creating a time-lapsed sequence. C Follow direction when given by the Project Manager in selecting vantage points. END OF SECTION t 01/2008 01380-3 of 3 CITY OF PEARLAND REFERENCED STANDARDS Section 01420 REFERENCED STANDARDS 1.0 GENERAL 1.01 SECTION INCLUDES A General quality assurance as related to Reference Standards and a list of references. B References to Technical Specifications None 1.02 QUALITY ASSURANCE A For Products or workmanship specified by association, trade, or Federal Standards comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B Conform to reference standard by date of issue current on the date as stated in Section 00700—General Conditions of Agreement. C Request clarification from Engineer before proceeding should specified reference standards conflict with Contract Documents. 1.03 SCHEDULE OF REFERENCES AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N W Washington, DC 20001 ACI American Concrete Institute P O Box 19150 Reford Station Detroit, MI 48219-0150 AGC Associated General Contractors of America 1957 E Street, N W Washington, DC 20006 AI Asphalt Institute Asphalt Institute Building College Park, MD 20740 AITC American Institute of Timber Construction 333 W Hampden Avenue Englewood, CO 80110 02/2008 01420- 1 of 5 CITY OF PEARLAND REFERENCED STANDARDS AISC American Institute of Steel Construction 400 North Michigan Avenue, Eighth Floor Chicago, IL 60611 AISI American Iron and Steel Institute 1000 16th Street, N W Washington, DC 20036 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 APA American Plywood Association Box 11700 Tacoma, WA 98411 API American Petroleum Institute 1220 L Street, N W Washington, DC 20005 AREA American Railway Engineering Association 50 F Street, N W Washington, DC 20001 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWPA American Wood-Preservers' Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society PO Box 35104 Miami, FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 02/2008 01420-2 of 5 CITY OF PEARLAND REFERENCED STANDARDS CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue, N W Washington, DC 20036 CRD U.S.A. Corps of Engineers Code of Ordinances City of Pearland 3519 Liberty Drive Pearland, TX 77581 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60173-4758 EJMA Expansion Joint Manufacturers Association 707 Westchester Avenue White Plains, NY 10604 FDA U.S Food and Drug Administration 5600 Fisher Lane Rockville, MD 20857-0001 FS Federal Standardization Documents General Services Administration, Specifications Unit (WFSIS) 7th and D Street S W Washington, DC 20406 ICEA Insulated Cable Engineer Association PO Box 440 S Yarmouth, MA 02664 IEEE Institute of Electrical and Electronics Engineers 445 Hoes Lane P O Box 1331 Piscataway, NJ 0855-1331 MIL Military Specifications General Services Administration, Specifications Unit (WFSIS) 7th and D Street S W Washington, DC 20406 NACE National Association of Corrosion Engineers P 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 11th Street Austin, TX 78701-2483 Texas MUTCD Texas Manual on Uniform Traffic Control Devices (2003 Adoption) (published by Texas Department of Transportation) UL Underwriters' Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 UNI-BELL UNI-BELL Pipe Association 2655 Villa Creek Drive, Suite 155 02/2008 01420-4 of 5 CITY OF PEARLAND REFERENCED STANDARDS Dallas, TX 75234 WRI Wire Reinforcement Institute 942 Main Street—Suite 300 Hartford, CT 06103 WWD/PI Water Well Drillers and Pump Installers Advisory Council Texas Department of Licensing and Regulation P O Box 12157 Austin, TX 78711 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01420-5 of 5 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL Section 01430 CONTRACTOR'S QUALITY CONTROL 1.0 GENERAL 1.01 SECTION INCLUDES A Quality assurance and control of installation and manufacturer's field services and reports. B References to Technical Specifications. 1 Section 01350—Submittals 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION A Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce the Work of specified quality at no additional cost to the Owner B Comply fully with manufacturers' installation instructions, including each step in sequence. C Request clarification from Project Manager before proceeding should manufacturers' instructions conflict with Contract Documents. D Comply with specified Standards as minimum requirements for the Work except when more stringent tolerances,codes,or specified requirements indicate higher standards or more precise workmanship. E Perform work by persons qualified to produce the specified level of workmanship F Obtain copies of Standards and maintain at Project Site when required by individual Technical Specifications. 1.04 MANUFACTURERS' FIELD SERVICES AND REPORTS A When specified in individual Technical Specifications, provide 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 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01430-2 of 2 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 Schedule of Values (Section 01350—Submittals) 2. Trench Safety Program(Section 01570—Trench Safety System) 3 Construction Schedule(Section 01350—Submittals) 4 Pre-construction Photographs (Section 01380—Construction Photographs) 5 Installation and acceptance of Project Identification Sign(s)(Section 01580—Project Identification Signs) 6. Installation and acceptance of Field Office (Section 01500—Temporary Facilities and Controls) 7 Installation and acceptance of TPDES requirements (Section 01565 - TPDES Requirements) C. Payment for 25% of the Mobilization lump sum bid item may be included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable: 1 Installation of High Speed Internet Access (Section 01500—Temporary Facilities and Controls) D Payment for 15% of the Mobilization lump sum bid item may be included in the third monthly Application for Payment. E. Payment for the remaining 10% of the Mobilization lump sum bid item may be included in the fourth monthly Application for Payment. F For contracts with a duration of less than 120 days,payment for the remaining 50% of the Mobilization lump sum bid item may be included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the items listed in B and C. above, as applicable. 08/2018 01505- 1 of 1 CITY OF PEARLAND MOBILIZATION G Mobilization payments will be subject to Retainage as stipulated in Section 00700 General Conditions of Agreement. 2.1 PRODUCTS 2.2 PROJECT IDENTIFICATION SIGNS A. Provide specified number of project identification sign(s)per Section 01580 The name, address and contact information of the general contractor for the project shall be shown on the sign per Section 01580 and the attached exhibit. 3.1 EXECUTION 3.2 PLACEMENT OF PROJECT IDENTIFICATION SIGNS A. Place a Project Identification Sign as described in Section 01580,part 1 03,D visible to passing traffic or as directed by Engineer END OF SECTION 08/2018 01505- 1 of 1 CITY OF PEARLAND REINFORCED FILTER FABRIC BARRIER Section 01561 REINFORCED FILTER FABRIC BARRIER - 1.0 GENERAL 1.01 SECTION INCLUDES A Installation of reinforced filter fabric barrier to control erosion and contain sediments and pollutants in channelized flow areas. B References to Technical Specifications 1 Section 01200—Measurement&Payment Procedures 2. Section 01350—Submittals 3 Section 01566—Source Controls for Erosion&Sedimentation C Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM D 3786,"Standard Test Method for Hydraulic Bursting strength of Textile Fabrics" b ASTM D 4632, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles" 1.02 MEASURMENT AND PAYMENT A Measurement for reinforced filter fabric barrier is on a linear foot basis between the limits of the beginning and ending fence posts, measured, accepted, and complete in place. B Payment for filter fabric barrier will include and be full compensation for all labor, equipment, materials, supervision, and incidental expenses for construction of these items,complete in place,including,but not limited to protection of trees,maintenance requirements, repair and replacement of damaged sections, removal of sediment deposits, and removal of erosion and sediment control systems at the end of construction. C Refer to Section 01200—Measurement&Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Manufacturer's catalog sheets and other product data on geotextile fabric. 05/2008 01561 - 1 of 3 CITY OF PEARLAND REINFORCED FILTER FABRIC BARRIER 2.0 PRODUCTS 2.01 FILTER FABRIC A Provide woven or nonwoven geotextile filter fabric made of either polypropylene, polyethylene, ethylene, or polyamide material. B By ASTM - D4632, geotextile fabric shall have a grab strength of 100 psi in any principal direction,a Mullen burst strength exceeding 200psi by ASTM-D3786,and the equivalent opening size between 50 and 140 C Filter fabric shall contain ultraviolet inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 degrees F to 120 degrees F D Representative Manufacturer Mirafi, Inc., or equal. 2.02 FILTER FABRIC REINFORCEMENT A Provide woven galvanized steel wire fence with minimum thickness of 14 gauge and a maximum mesh spacing of 6 inches. B Welded wire shall be galvanized, 2-inch by 4-inch, welded wire fabric, 12 I/gauge. 2.03 EXECUTION 2.04 PREPARATION A Provide erosion and sediment control systems at the locations shown on Plans. Such systems shall be of the type indicated and shall be constructed in accordance with the requirements shown on the Plans and specified in this Section. B Erosion and sediment control measures shall be in place prior to the start of any Work that exposes the soil, other than as specifically directed by the Engineer to allow soil testing and surveying. C Regularly inspect and repair or replace damaged components of filter fabric barrier Unless otherwise directed,maintain the erosion and sediment control systems until the Work is accepted by the Owner Remove erosion and sediment control systems promptly when directed by the Engineer Discard removed materials in accordance with Section 1562—Waste Material Disposal. D Conduct all construction operations under this Contract in conformance with the erosion control practices described in Section 01566—Source Controls for Erosion& Sedimentation. 05/2008 01561 -2 of 3 CITY OF PEARLAND REINFORCED FILTER FABRIC BARRIER 2.05 INSTALLATION A Install reinforced filter fabric bathers for erosion and sediment control used during construction and until the final development of the Project Site. Reinforced filter fabric barriers are used to retain sedimentation in channelized flow areas. B Provide reinforced filter fabric barrier in accordance with the Plan detail for Reinforced Filter Fabric Barrier Reinforced filter fabric barrier systems shall be installed in such a manner that runoff will percolate through the system and allow sediment to be retained and accumulated. C Trench in the toe of the reinforced filter fabric barrier with a spade or mechanical trencher as shown on the Plans. Lay filter fabric along the edges of the trench. Backfill and compact trench. D Reinforced filter fabric barrier shall have a height of 18 inches. E Securely fasten the filter fabric to the wire with tie wires. F Provide the filter fabric in continuous rolls and cut to the length of the fence to minimize the use of Joints. When joints are necessary, splice the fabric together only at a support post with a minimum 6-inch overlap and seal securely G Inspect the reinforced filter fabric barrier systems after each rainfall, daily during periods of prolonged rainfall, and at a minimum once each week. Repair or replace damaged sections immediately Remove sediment deposits when silt reaches a depth one-third the height of the barrier or 6 inches, whichever is less. END OF SECTION 05/2008 01561 -3 of 3 CITY OF PEARLAND 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 Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 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 of the 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 - NotUsed 07/2006 01562- 1 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL 3.0 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. B 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 Owner in any way END OF SECTION 07/2006 01562-3 of 3 CITY OF PEARLAND TPDES REQUIREMENTS Section 01565 TPDES REQUIREMENTS 1.0 GENERAL A As used herein and in conjunction with TPDES General Permit No.TXR150000,the term OPERATOR refers to the CONTRACTOR. 1.02 SECTION INCLUDES A Description of the required documentation to be prepared,signed and submitted by the Contractor before conducting construction operations, in accordance with the terms and conditions of the Texas Pollutant Discharge Elimination System(TPDES)General Permit as issued March 5, 2003, re-issued March 5, 2013, and re-issued March 5, 2018, by the Texas Commission on Environmental Quality under the provisions of Section 402 of the Clean Water Act and Section 26.040 of the Texas Water Code. B Contractor's responsibility for implementation,maintenance,and inspection of storm water pollution prevention control measures mcludmg,but not limited to,erosion and sediment controls,storm water management plans,waste collection and disposal,off- site vehicle tracking,and other practices shown on the Plans or specified elsewhere in this or other Technical Specifications.This Specification provides guidelines and Best Management Practices (BMP's) information for the Contractor to use in adhering to all local, state and federal environmental regulations with respect to storm water pollution prevention during construction activity C References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01310—Coordination&Meetings 3 Section 01770—Contract Closeout D Referenced Standards. 1 Texas Commission on Environmental Quality (TCEQ) E Other References. 1 Storm Water Pollution Prevention Plan(SWPPP) found in Appendix A of these Technical Specifications. 1.03 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.04 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 2.0 PRODUCTS - Not Used 08/2018 01565- 1 of 4 CITYOF 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— Contact 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 m a prominent place for public viewing. 2. Notice to drivers of equipment and vehicles, mstructmg 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 ri MI 110.111, General Permit to Discharge Under TCEQ the Texas Pollutant. Discharge Elimination System Stormwater Discharges Associated with Construction Activities TXR150000 Effective March. 5, 2018 printed on TEXAS COMMISSION ON ENVIRONMENTAL QUALITY recycled paper TOW COMMISSIOil on Enviromental Quality P.O.Box 1.3087. Austin,Texas 78711-3087 co, itt • ; .41 14,4' GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELTIVIINATION SYS'I'EM under provisions of Section 402 of the Clean Water Act and Chapter 26 Ott Texas WaterCode This permit' soperse_des and replaces. TPDES General Permit No.Dati50000;issued March 5,'203.3 Construction sites that&charge , iiactiiity construction located in the state of Texas May discharge to surface water in the state, only accordingto monitoring reqUirements and other:conditions set forthin thistenetal penult,as well as the rules of the Texas Commission 94 Environmental Quality(TCP,Q or Commissii— *),the laws of the Mee of Te,7,414,and other orders of the Commission of the TCEQ. The issuance of this general permit does not.granttothe permittee the right to use *Wale or public property for conveyance of StOrmwiter and certain non-stormwater discharges along the ditcharge toute, This includes property belonging to but not limited to any individual,partnershiP,.emporatiOn or other entitY. Neither does this general permit authorize any invasion of personal rights nor any violation of federal,state;or local 04 or regulations. Itis the responsibility of the pernuttee to acquire property rights 4.,-711ay be xigggssaty to use ate 41sebarge route. This generalpersnit and the authOritation COntained herein shall eXpire at midnight,five yeatt froth the permit effective date. EFFECTIVE.. . Da* MO:015Mia ISSUED DATE; Por rhe‘Cop*ission TPDES GENERAL PERMIT NUMBER TXRi50000 RELATING TO STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES Table of Contents Part I. Flow Chart and Definitions 5 Section A. Flow Chart to Determine Whether Coverage is Required 5 Section.B. Definitions 6 Part II. Permit Applicability and Coverage 13 Section A. Discharges Eligible for.Authorization 13 1. Stormwater Associated with Construction Activity 13 2. Discharges of Stormwater Associated with Construction Support Activities 13 3. Non-Stormwater Discharges 13 4. Other Permitted Discharges 14 Section B. Concrete Truck Wash Out 14 Section C. Limitations on Permit Coverage 14 1. Post Construction Discharges 14 2. Prohibition of Non-Stormwater Discharges 14 3. Compliance with Water Quality Standards 14 4. Impaired Receiving Waters and Total.Maximum Daily Load(TMDL) Requirements .. 14 5. Discharges to the Edwards Aquifer Recharge or Contributing Zone 15 6 Discharges to Specific Watersheds and Water Quality Areas 16 7 Protection of Streams and Watersheds by Other Governmental Entities 16 8. Indian Country Lands 16 9 Oil and Gas Production and Transportation 16 10 Stormwater Discharges from Agricultural Activities. 16 11. Endangered Species Act. 16 12. Other 17 Section D Deadlines for Obtaining Authorization to Discharge 17 1. Large Construction Activities 17 2. Small Construction Activities 17 Section E. Obtaining Authorization to Discharge 17 1. Automatic Authorization for Small Construction Activities with Low Potential for Erosion. 17 2. Automatic Authorization for Small Construction Activities. 18 3. Authorization for Large Construction Activities. 19 Construction General Permit TPDES General Permit TXR15oo00 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. .. 6 . . 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 TXR150000 Section C. Prohibition of Wastewater Discharges. .46 Part V Concrete Truck Wash Out Requirements .46 Part VI. Retention of Records 47 Part VII.Standard Permit Conditions 47 Part VIII. Fees .48 Appendix.A. Automatic Authorization .50 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 . . . Now muehlandwiti be disturbecit:( 1) • j k • . el) ... 1ecir, e. : '' 1 ormoreverm D... . ,,, . NO Do' 'yeti Trieiltib.- . yo ..- "Wilt5-.Or Mot&• .:.,, -.1 ti0Flitif??1* -. acres be disturbed? _ ., , , . ,. 41014-(. ). ": •- ( 4) -. -. . . . NO. 114 . . ' / i - • - , . Perhiii.toveiiteMiired *, 'PreigiwOM-tiMiilemept:$'8V0 'I., iPoit:SiteiNMie-: • -Submit Copy of Site'INOticOlo MS4(Vera& s, - A 4/ I .Are,yop a:4piimary 0 Ict PPgtatOrr S4'.4 . : i,----.---7—Y -‘4, • St,:s 1Pe1'tMreiraielot •IftemiiredOUBless:Pari- "1 , '. 'Permit Ceverageitequiretti . . pr._o'Utget Common . ,.., Prepare and IMplOMeht:5-WP_$. Alanlittnevellopment .. -:StibmitiNOito.TChQ okSele '.' PO4 giieNcitide, - :%„.„ -• -'4' Submit Copy ONOI*N!$.21- \ ,A*01.(or. (#i) 'Telfrier.iinolie•si;c.of ihf mistmelionproject;,weiliow,telifitheie,n0earealo.beitiMirbe4.and'' Och.i4fith .'qizf.of/lie farger common plan of development:or sale.if the prpjectiq.part.,4 0:larger PitigglOtfe.kO.Pail414VEfififfiiiii:5;"f04n•2470/00100,1-iVf"40/11MOOAM-ofdtritipPikepicW,seple7), (l) '.tielf,,04040;*.frlitiOns far"oket.effirl"*OgkOp0410tir 4,14:.*01#1070P,Oltai6 '41)01 4 .404,0.14.ofithfrp#114 ( 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. D.ewatering—The act of draining rainwater or groundwater from building foundations, vaults,and trenches. Discharge—For the purposes of this permit,the drainage,.release,,or disposal of pollutants in stormwater and certain non-stormwater from areas where soil disturbing activities(e.g., clearing,grading, excavation,stockpiling of fill material,and demolition),construction materials or equipment storage or maintenance.(e.g.,fill piles,borrow area,concrete truck wash out,fueling),or other industrial stormwater directly related to the construction process (e.g.,concrete or asphalt batch plants) are located. Drought-Stricken Area—For the purposes of this permit,an area in which the National Oceanic.and Atmospheric Administration's U.S..Seasonal Drought Outlook indicates for the period during which the construction will occur that any of the following conditions are Page.6 Construction General Permit TPDES General Permit TXR150000 likely. (1) "Drought to persist or intensify", (2) "Drought ongoing,some improvement", (3) "Drought likely to improve,impacts ease",or(4) "Drought development likely" See ry http://www.cpc.ncep.noaa.gov/products/expert assessment/seasonal .drought.html. Edwards Aquifer-As defined under Texas Administrative Code(TAC) § 213.3 of this title (relating to the Edwards Aquifer),that portion of an arcuate belt of porous,water-bearing, predominantly carbonate rocks known as the Edwards and Associated Limestones in the Balcones Fault Zone trending from west to east to northeast in Kinney,Uvalde,Medina, Bexar,Comal, Hays,Travis, and Williamson Counties;.and composed of the Salmon Peak Limestone,McKnight Formation,West Nueces Formation, Devil's River Limestone, Person Formation, Kainer Formation,Edwards Formation,and Georgetown Formation. The permeable aquifer units generally overlie the less-permeable Glen Rose Formation to the south,overlie the less-permeable Comanche Peak and Walnut Formations north of the Colorado River, and underlie the less-permeable Del Rio Clay regionally Edwards Aquifer Recharge Zone-Generally,that area where the stratigraphic units constituting the Edwards Aquifer crop out,including the outcrops of other geologic formations in proximity to the Edwards Aquifer,where caves,sinkholes,faults,fractures,or other permeable features would create a potential for recharge of surface waters into the Edwards Aquifer The recharge zone is identified as that area designated as such on official maps located in the offices of the Texas Commission on Environmental Quality(TCEQ.) and the appropriate regional office. The Edwards Aquifer Map Viewer,located at http://www.tceq.texas.gov/compliance/field ops/eapp/mapdisclaimer.html,can be used to determine where the recharge zone is located. Edwards Aquifer Contributing Zone-The area or watershed where runoff from precipitation flows downgradient to the recharge zone of the Edwards Aquifer The contributing zone is located upstream(upgradient) and generally north and northwest of the recharge zone for the following counties. all areas within Kinney County,except the area within the watershed draining to Segment No. 2304 of the Rio Grande Basin, all areas within Uvalde,Medina, Bexar,and Comal Counties; all areas within Hays and Travis Counties, except the area within the watersheds draining to the Colorado River above a point 1.3 miles upstream from Tom Miller Dam, Lake Austin at the confluence of Barrow Brook Cove, Segment No. 1403 of the Colorado River Basin, and all areas within Williamson County, except the area within the watersheds draining to the Lampasas River above the dam at Stillhouse Hollow reservoir,Segment No. 1216 of the Brazos River Basin. The contributing zone is illustrated on the Edwards Aquifer map viewer at http://www.tceq.texas.gov/compliance/field ops/eapp/mapdisclaimer.html. Effluent Limitations Guideline (ELG) -Defined in 4o Code of Federal Regulations (CFR) § 122.2 as a regulation published by the Administrator under§3o4(b)of the Clean Water Act(CWA)to adopt or revise effluent limitations. Facility or Activity-For the purpose of this permit, referring to a construction site,the location of construction activity,or a construction support activity that is regulated under this general permit,including all contiguous land and fixtures(for example,ponds and materials stockpiles), structures,or appurtenances used at a construction site or industrial site. Final Stabilization-A construction site status where any of the following conditions are met: (a) All soil disturbing activities at the site have been completed and a uniform(that is, evenly distributed,without large bare areas) perennial vegetative cover with a density of at least 7o%of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures:(such as the use:of riprap,gabions, or geotextiles) have been employed. Page 7 Construction General Permit TPDES General Permit TXR150000 (b) For individual lots in a residential construction site by either (1) the homebuilder completing final stabilization as specified in condition(a) above; or (2) the homebuilder establishing temporary stabilization for an individual lot prior to the time of transfer of the ownership of the home to the buyer and after informing the homeowner of the need for,and benefits of,final stabilization. If temporary stabilization is not feasible,then the homebuilder may fulfill this requirement by retaining perimeter controls or BMPs,and informing the homeowner of the need for removal of temporary controls and the establishment of final stabilization. Fulfillment of this requirement must be documented in the'homebuilder's stormwater pollution prevention plan(SWP3) (c) For construction activities on land used for agricultural purposes(such as pipelines across crop or range land),final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities,such as buffer strips immediately adjacent to surface water and areas that are not being returned to their preconstruction agricultural use must meet the final stabilization conditions of condition(a) above. (d) 'In arid,semi-arid, and drought-stricken areas only,all soil disturbing activities at the site have been completed and both of the following criteria have been met: (1) Temporary erosion control measures(for'example,degradable rolled erosion control product) are selected,designed,and installed along with an appropriate seed base to provide erosion control for at least three 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. (4o.CFR§122.2) Indian Tribe-Any Indian Tribe,band,group,or community recognized by the Secretary of the Interior and exercising governmental authority over a Federal Indian Reservation(4o CFR§122.2) Infeasible—Not technologically possible,or not economically practicable and achievable in light of best industry practices. (4o CFR§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 primary or secondary operator as defined below. Primary Operator—the person or persons associated with construction activity that meets either of the following two criteria. (a) the person or persons have on-site operational control over construction plans and specifications,including the ability to make modifications to those plans and specifications, or (b) the person or persons have day-to-day operational control of those activities at a construction site that are necessary to ensure compliance with a Storm Water Pollution Prevention Plan(SWP3) for the site or other permit conditions(for example,they are authorized to direct workers at a site to carry out activities required by the SWP3 or comply with other permit conditions). Secondary Operator—The person or entity,often the property owner,whose operational control is limited to. (a) the employment of other operators,such as a general contractor,to perform or supervise construction activities, or Page 9 Construction:General Permit TPDES General Permit TXR150000 (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 maybe 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 riot 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 may be, discharged. This term does not include return flows from irrigated agriculture or agricultural stormwater runoff(4o CFR §122.2) Pollutant-Dredged spoil,solid waste,incinerator residue,sewage,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 ooi(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 io 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(i) 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 io Construction General Permit TPDES General Permit TXRi50000 less than five(5) acres of land. Small construction activity does not include routine maintenance that is performed to maintain the original line and grade,hydraulic capacity,or original purpose of the site(for example,the routine grading of:existing dirt roads, asphalt overlays of existing roads,the routine clearing;.of existing right-of-ways, and similar maintenance.activities) Steep Slopes—Where a state,Tribe,local government, or industry technical manual(e.g. stormwater BMP manual)has defined what is to be considered a"steep slope",this permit's definition automatically adopts that definition. Where no such definition exists,steep slopes are automatically defined as those that are 15 percent or greater in grade. Stormwater(or Stormwater Runoff) -Rainfall runoff,snow melt runoff,and surface runoff and drainage. Stormwater Associated with Construction Activity-Stormwater runoff,as defined above,from a construction activity Structural Control(or Practice) -A pollution prevention practice that requires the construction of a device,or the use of a device,to reduce or prevent pollution in stormwater runoff. Structural controls and practices may include but are not limited to• silt fences, earthen dikes, drainage swales,:sediment traps,check dams,subsurface:drains,storm drain inlet protection,rock outlet protection,reinforced soil retaining systems,gabions, and temporary or permanent sediment basins. Surface Water in the State- Lakes,bays,ponds,impounding reservoirs,springs,rivers, streams,creeks, estuaries,wetlands,marshes,inlets,canals,the Gulf.of'Mexico inside the territorial limits of the state(from the mean high water mark(MHWM) out.1o.36 miles into the Gulf), and all other bodies of surface water,natural or artificial,inland or coastal,fresh or salt,navigable or non-navigable,and including the beds and banks of all water-courses and bodies of surface water,that are wholly or partially inside or bordering the state or subject to the jurisdiction of the state;except that waters in treatment systems which are authorized by state or federal law,regulation,or permit,and which are created for the purpose of waste treatment are not considered to be water in the state. Temporary Stabilization-A condition where exposed soils or disturbed areas are provided a protective cover or other structural control to prevent the migration of pollutants. Temporary stabilization may include temporary seeding,geotextiles,mulches, and other techniques to reduce or eliminate erosion until either permanent stabilization can be achieved or until further construction activities take place. Thawing Conditions—for the purposes of this permit,thawing conditions are expected based on the historical likelihood of two or more days with daytime temperatures greater than 32 T' This date can be determined by looking at historical weather data. Note: The estimation of thawing conditions is for planning purposes only During construction,the permittee will be required to conduct site inspections based upon actual conditions (i.e.,if thawing conditions occur sooner than expected,the permittee will be required to conduct inspections at the regular frequency) Total Maximum Daily Load(TMDL) -The total amount of a pollutant that a water body can assimilate and still meet the Texas Surface Water Quality Standards. Turbidity—A condition of water quality characterized by the presence of suspended solids and/or organic material. Waters of the United States-Waters of the United States or waters of the U.S. means: (a) all waters which are currently used,were used in the past,or may be susceptible to use in interstate or foreign commerce,including all waters which are subject to the ebb and flow of the tide; (b) all interstate waters,including interstate wetlands; Page ii Construction General.Permit TPDES General Permit TXRi50000 (c) all other waters such as intrastate lakes,rivers,streams(including intermittent streams),mudflats,sandflats,wetlands,sloughs,prairie potholes,wet meadows, playa lakes,or natural ponds that the use,degradation;or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (i) 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 1. Stormwater Associated with Construction Activity Discharges of stormwater runoff and certain non-stormwater discharges from small and large construction activities may be authorized under this general permit. 2. Discharges of Stormwater Associated with Construction Support Activities Discharges of stormwater runoff and certain non-stormwater discharges from construction support activities as defined in Part I.B of this general permit may be. authorized,provided that the following conditions are met: (a) the construction support activities are located within one(1) mile from the boundary of the construction site where the construction activity authorized under the permit is being conducted that requires the support of these activities; (b) an SWP3 is developed for the permitted construction site according to the provisions in Part III.F of this general permit,and includes appropriate controls and measures to reduce erosion and the discharge of pollutants in stormwater runoff according to the provisions in Part III.G of this general permit; (c) the activities are directly related to.the construction site; (d) the activities are not a commercial operation,nor serve other unrelated construction projects, and (e) the activities do not continue to operate beyond the completion of the construction activity at the project it supports. Construction support activities that operate outside the terms provided in(a)through(e) above must obtain authorization under a separate Texas Pollutant Discharge Elimination System(TPDES)permit,which may include the TPDES Multi Sector General Permit(MSGP),TXRo50000 (related to stormwater discharges associated with industrial activity),an alternative general permit(if available),or an individual water quality permit. 3. Non-Stormwater Discharges The following non-stormwater discharges from sites authorized under this general permit are also eligible for authorization under.this general permit: (a) discharges from fire-fighting activities(fire-fighting activities do not include washing of trucks,run-off water from training activities,test water from fire suppression systems, or similar activities), (b) uncontaminated fire hydrant flushings(excluding discharges of hyperchlorinated water,unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life),which include flushings from systems that utilize potable water,surface water,or groundwater that does not contain additional pollutants (uncontaminated fire hydrant flushings do not include systems utilizing reclaimed wastewater as a source water), (c). water from the routine external washing of vehicles,the external portion of buildings or structures,and pavement,where detergents and soaps are not used, where spills or leaks of toxic or hazardous materials have not occurred(unless spilled materials have been removed, and if local state,or federal regulations are applicable,the materials are removed according to those regulations), and where the purpose is to remove mud,dirt,or dust; Construction:General:Permit TPDES General Permit TXR150000 (d) uncontaminated water used to control dust; (e) potable water sources,including waterline flushings,but excluding discharges of hyperchlorinated water,unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life; (f) uncontaminated air conditioning condensate; (g) uncontaminated ground water or spring water,including foundation or footing drains where flows are not contaminated with industrial materials such as solvents, and (h) lawn watering and similar irrigation drainage. 4. Other Permitted Discharges Any discharge authorized under a separate National Pollutant Discharge Elimination System(NPDES),TPDES,or TCEQ permit may be combined with discharges authorized by this general permit,provided those discharges comply with the associated permit. Section B. Concrete Truck Wash Out The wash out of concrete trucks at regulated construction sites must be performed in accordance with the requirements of Part V of this general permit. Section C. Limitations on.Permit Coverage 1. Post Construction Discharges Discharges.that occur after construction activities have been completed,and after the construction site and any supporting activity site have undergone final stabilization,are not eligible for coverage under this general permit. Discharges originating from the sites are not authorized under this general permit following the submission of the notice of termination(NOT)or removal of the appropriate site notice,as applicable,for the regulated construction activity 2. Prohibition of Non-Stormwater Discharges Except as otherwise provided in Part II.A of this general permit, only discharges that are composed entirely of stormwater associated with construction activity may be authorized under this general permit. 3. Compliance with Water Quality Standards Discharges to surface water in the state that would cause,have the reasonable potential to cause, or contribute to a violation of water quality standards 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 TXRi50000 Integrated Report of Surface Water Quality for CWA Sections 3o5(b)and 3o3(d), which lists the category 4 and 5 water bodies. New sources or new discharges of the pollutants of concern to impaired waters are not authorized by this permit unless otherwise allowable under 3o TAC Chapter 305 and applicable state law Impaired waters are those that do not meet applicable water quality standard(s) and are listed as category 4 or 5 in the current version of the Texas Integrated Report of Surface Water Quality, and waterbodies listed on the CWA§ 3o3(d)list. Pollutants of concern are those for which the water body is listed as impaired. Discharges of the pollutants of concern to impaired water bodies for which there is a TMDL are not eligible for coverage under this general permit unless they are consistent with the approved TMDL. Permittees must incorporate the conditions and requirements applicable to their discharges into their SWP3,in order to be eligible for coverage under this general permit For consistency with the construction stormwater-related items in an approved TMDL,the SWP3 must be consistent with any applicable condition,goal,or requirement in the TMDL,TMDL Implementation Plan.(I-Plan),or as otherwise directed by the executive director 5. Discharges to the Edwards Aquifer Recharge or Contributing Zone Discharges cannot be_authorized by this general permit where prohibited by 3o TAC Chapter 213.(relating to Edwards Aquifer) In addition,commencement of construction (i.e.,the initial disturbance of soils associated with clearing,grading, or excavating activities,as well as other construction-related activities such as stockpiling of fill material and demolition)at a site regulated under 3o TAC Chapter 213,may not begin until the appropriate Edwards Aquifer Protection Plan(EAPP)has been approved by the TCEQ's Edwards Aquifer Protection Program. (a) For new discharges located within the Edwards Aquifer.Recharge Zone,or within that area upstream from the recharge zone and defined as the Contributing Zone (CZ),operators must meet all applicable requirements of,and operate according to, 3o TAC Chapter 213 (Edwards Aquifer Rule)in addition to the provisions and requirements of this general permit. (b) For existing discharges located within the Edwards Aquifer Recharge Zone,the requirements of the agency-approved Water Pollution Abatement Plan(WPAP) under the Edwards Aquifer.Rule is in addition to the requirements of this general permit. BMPs and maintenance schedules for structural stormwater controls,for example,maybe required as a provision of the rule. All applicable requirements of the Edwards Aquifer Rule for reductions of suspended solids in stormwater runoff are in addition to the requirements in this general permit for this pollutant. (c) For discharges located within ten stream miles upstream of the Edwards Aquifer recharge zone, applicants shall also submit a copy of the NOI to the appropriate TCEQ regional office. Counties: Comal, Bexar, Medina,Uvalde, and Kinney Contact: TCEQ Water Program Manager San Antonio Regional Office 1425o Judson Road San Antonio,Texas 78233-448o (210)490-3096 Counties: Williamson,Travis, and Hays Contact: TCEQ Water Program Manager Austin Regional Office 12100 Park 35 Circle Page 15 Construction General Permit TPDES General Permit TXR150000 Room 179, Building A Austin,Texas 78753 (512)339-2929 6 Discharges to Specific Watersheds and Water Quality Areas Discharges otherwise eligible for coverage cannot be authorized by this general permit where prohibited by 3o TAC Chapter 311(relating to Watershed Protection)for water quality areas and watersheds. 7 Protection of Streams and Watersheds by Other Governmental.Entities This general permit does not limit the authority or ability of federal,other state,or local governmental entities from placing additional or more stringent requirements on construction activities or discharges from construction activities. For example,this permit does not limit the authority of a home-rule municipality provided by Texas Local Government Code.§401.002. 8. Indian Country Lands Stormwater runoff from construction activities occurring on Indian Country lands are not under the authority of the TCEQ and are not eligible for coverage under this general permit. If discharges of stormwater require authorization under federal NPDES regulations, authority for these discharges must be obtained from_the U.S. Environmental Protection Agency(EPA) 9 Oil and Gas Production and Transportation Stormwater runoff from construction activities associated with the exploration, development, or production of Oil or gas or geothermal resources;including transportation of crude oil or natural gas by pipeline, are not under the authority of the TCEQ and are not eligible for coverage under this general:permit. Authorization for stormwater discharges from construction activities that are associated with production of oil or gas or geothermal resources,including transportation of crude oil or natural gas by pipeline must be obtained, as required;from the U:S. EPA or the Texas Railroad Commission,as applicable. Discharge of stormwater related to construction activity, from a facility that stores both refined products intended for off-site use and crude oil in aboveground storage tanks,is regulated by the TCEQ and is eligible for coverage under this general permit. 10. Stormwater Discharges from Agricultural Activities Stormwater discharges from agricultural activities that are not point source discharges of stormwater are not subject to TPDES permit requirements. These activities may include clearing and cultivating ground for crops,construction of fences to contain livestock, construction of stock ponds,and other similar agricultural activities. Discharges of stormwater runoff associated with the construction of facilities that are subject to TPDES regulations,such as the construction of concentrated animal feeding operations,would be point sources regulated under this general permit. 1i. Endangered Species Act Discharges that would adversely affect a listed endangered or threatened aquatic or aquatic-dependent species or its critical habitat are not authorized by this permit,unless the requirements of the Endangered Species Act are satisfied. Federal requirements related to endangered species apply to all TPDES permitted discharges and site-specific controls maybe required to ensure that protection of endangered or threatened species is achieved. If a permittee has concerns over potential impacts to listed species,the permittee may contact TCEQ for additional information. Page 16 Construction General Permit TPDES General Permit TXR150000 12. Other Nothing in Part II of the general permit is intended to negate any person's ability to assert force majeure(act of God,war,strike,riot,or other catastrophe) defenses found in 3o TAC§70.7 Section D. Deadlines for Obtaining Authorization to Discharge 1. Large Construction Activities (a) New Construction-Discharges from sites where the commencement of construction activity occurs on or after the effective date of this general permit must be authorized,either under this general permit or a separate TPDES permit,prior to the commencement of those construction activities. (b) Ongoing Construction-Operators of large construction activities continuing to operate after the effective date of this permit,and authorized under the TPDES Construction General Permit TXR150000 (effective on March 5, 2013),must submit an NOI to renew authorization or a NOT to terminate coverage under this general permit within 90 days of the effective date of this general permit. During this interim or grace period,as a requirement of this TPDES permit,the operator must continue to meet the conditions and requirements of the 2013 TPDES general permit. 2. Small Construction Activities (a) New Construction-Discharges from sites where the commencement of construction activity occurs on or after the effective date of this general permit must be authorized, either under this general permit or a separate TPDES permit,prior to the commencement of those construction activities. (b) Ongoing Construction-Discharges from ongoing small construction activities that commenced prior to the effective date of this general permit,and that do not meet the conditions to qualify for termination of this permit as described in Part II.F of this general permit,must meet the requirements to be authorized,either under this general permit or a separate TPDES permit,within 90 days of the effective date of this general permit. During this interim period, as a requirement of this TPDES permit,the operator must continue to meet the conditions and requirements of the 2013 TPDES Construction General Permit. Section E. Obtaining Authorization to Discharge 1. Automatic Authorization for Small Construction Activities with Low Potential for Erosion. Operators of small construction activity,as defined in Part I.B of this general permit, shall not submit an NOI for coverage,unless otherwise required by the executive director Operators of small construction activities,which occur in certain counties and during periods of low potential for erosion that do not meet the conditions of the waiver described in Part II.G of this general permit,may be automatically authorized under this general permit if all the following conditions are met. (a) the construction activity occurs in a county and during the corresponding date range(s)listed in Appendix A, (b) the construction activity is initiated and completed,including either final or temporary stabilization of all disturbed areas,within the time frame identified in Appendix A for the location of the construction site; Page 17 Construction.General Permit TPDES General Permit TXR150000 (c) all temporary stabilization is adequately maintained to effectively reduce or prohibit erosion,permanent stabilization activities have been initiated,and a condition of final stabilization is completed no later than.3o days following the end date of the time frame identified in Appendix A for the location of the construction site; (d) the permittee signs a completed TCEQ small construction site notice for low potential for erosion,including the certification statement; (e) a signed and certified copy of the small construction site notice for low potential for erosion is posted at the construction site in a location where it is readily available for viewing by the general public,local,state,and federal authorities prior to commencing construction activities,,and maintained in that location until completion of the construction activity; NOTE. Posted site notices may have a redacted signature as long as there is an original signed and certified site notice,with a viewable signature,located on- site and available for review by any applicable regulatory authority (f) a copy of the signed and certified small construction site notice for low potential for erosion is provided to the operator of any MS4 receiving the discharge at least two days prior to commencement of construction activities; (g) discharges of stormwater runoff or other non-stormwater discharges from any supporting concrete batch plant or asphalt.batch plant is separately authorized under an individual TPDES permit, another TPDES general permit,or under an individual TCEQ.permit where stormwater and non-stormwater is disposed of by evaporation or irrigation(discharges are adjacent to water in the state), and (h) any non-stormwater discharges are either authorized under a separate permit or authorization,are not considered by TCEQ to be a wastewater,or are captured and routed for disposal at a publicly operated treatment works.or licensed waste disposal facility If all of the conditions in(a) —(h) above are met,then the.operator(s) of small construction activities with low potential for erosion are not required to develop a SWP3. If an operator is conducting.small construction activities and any of the above conditions (a) —(h) are not met,the operator cannot declare coverage under the automatic authorization for small construction activities with low potential for erosion and must meet the requirements for automatic authorization(all other)small construction activities,described below in Part II.E.2. For small construction activities that occur during a period with a low potential for erosion,where automatic authorization under this section is not available,an operator may apply for and obtain a waiver from permitting(Low Rainfall Erosivity Waiver— LREW),as described in Part II.G of this general permit. Waivers from coverage under the LREW do not allow for any discharges of non-stormwater and the operator must ensure that discharges on non-stormwater are either authorized under a separate permit or authorization. 2. Automatic Authorization for Small Construction Activities. Operators of small construction activities as defined in.Part I.B of this general permit shall not submit an NOI for coverage,unless otherwise required by the executive director Operators of small construction activities,as defined in Part I.B of this general permit or as defined but who do not meet in the conditions and requirements located in Part II.E:1 above,may be automatically authorized for small construction activities,provided that they meet all of the following conditions: Page 18 Construction General Permit TPDES General Permit TXR150oo0 (a) develop a SWP3 according to the provisions of this general permit,that covers either the entire site or all portions of the site for which the applicant is the operator,and implement the SWP3 prior to commencing construction activities; (b) all operators of regulated small construction activities must post a copy of a signed and certified Small Construction site notice,the notice must be posted at the construction site in a location where it is safely and readily available for viewing by the general public,local,state,and federal authorities, at least two days prior to commencing construction activity, and maintain the notice in that location until completion of the construction activity(for linear construction activities, e.g. pipeline or highway,the site notice must be placed in a publicly accessible location near where construction is actively underway; notice for these linear sites may be relocated,as necessary,along the length of the project,and the notice must be safely and readily available for viewing by the general public;local,state,and federal authorities); (c) operators must maintain a posted site notice at the construction site until final stabilization has been achieved, and NOTE. Posted site notices may have a redacted signature as long as there is an original signed and certified Small Construction site notice,with a viewable signature,located on-site and available for review by an applicable regulatory authority (d) provide a copy of the signed and certified construction site notice to the operator of any municipal separate storm sewer system(MS4) receiving the discharge at least two days prior to commencement of construction activities. As described in Part I.B of this general permit,large construction activities include those that will disturb less than five(5) acres of land,but that are part of a larger common plan of development or sale that will ultimately disturb five(5)or more acres of land,and must meet the requirements of Part II.E.3.below 3. Authorization for Large Construction Activities. Operators of large construction activities that qualify for coverage under this general permit must meet all of the following conditions: (a) develop a SWP3 according to the provisions of this general permit that covers either the entire site or all portions of the site where the applicant is the operator The SWP3 must be developed and implemented prior to obtaining coverage and prior to commencing construction activities; (b) primary operators of large construction activities must submit an NOI prior to commencing construction activity at a construction site.A completed NOI must be submitted to TCEQ electronically using the online e-Permits system on TCEQ's website. Operators with an electronic reporting waiver must submit a completed NOI to TCEQ at least seven(7) days prior to prior to commencing construction activity to obtain provisional coverage seven(7)days from the postmark date for delivery to the TCEQ An authorization is no longer provisional when the executive director finds the NOI is administratively complete and an authorization number is issued to the permittee for the construction site indicated on the NOI. If an additional primary operator is added after the initial NOI is submitted,the additional primary operator must meet the same requirements for existing primary operator(s), as indicated above. If the primary operator changes due to responsibility at the site being transferred from one primary operator to another after the initial NOI is submitted,the new primary operator must submit a paper NOI or an electronic NOI at least ten(1o) Page 19 Construction General Permit TPDES General Permit TXR150000 days prior to assuming operational control of a construction site and commencing construction activity Operators that submit NOIs electronically must use the online e-Permits system available through the TCEQ website. (c) all operators of large construction activities must post a site notice in accordance with Part III.D:2 of this permit. The site notice must be located where it is safely and readily available for viewing by the general public,local,state,and federal authorities prior to commencing construction activities,.and must be maintained in that location until completion of the construction activity(for linear construction activities, e.g. pipeline or highway,the site notice must be placed in a publicly accessible location near where construction is actively underway; notice for these linear sites maybe relocated, as necessary,along the length of the project,and the notice must be safely and readily available for viewing by the general public,.local, state,and federal authorities), (d): two days prior to commencing construction activities,all primary operators must: i. provide a copy of the signed NOI to the operator of any MS4 receiving the: discharge and to any secondary construction operator, and ii. list in the SWP3 the names and addresses of all MS4 operators receiving a copy; (e) all persons meeting the definition of"secondary operator"in Part I of this permit are hereby notified that they are regulated under this general permit,but are not required to submit an NOI,.provided that a primary operator at the site has submitted an NOI, or prior to commencement of construction activities,a primary operator is required to submit an NOI and the secondary operator has provided notification to the operator(s) of the need to obtain coverage(with records of notification available upon request). Any secondary operator notified under this provision may alternatively submit an NOI under this general permit, may seek coverage underan alternative TPDES individual permit,or may seek coverage under an alternative TPDES general permit if available; and (f) all secondary operators of large construction activities must post a copy of the signed and certified Secondary Operator construction site notice and provide a copy of the signed and certified site notice to the operator of any MS4 receiving the discharge at least two days prior to the commencement construction activities. NOTE. Posted site notices may have a redacted signature as long as there is an original signed and certified Secondary Operator construction site notice,with a viewable signature,located on-site and available for review by an applicable regulatory authority Effective September 1, 2018, applicants must submit an NOI using the online e-Permits system available through the TCEQ website,or request and obtain-a waiver from electronic reporting,from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. 4. Waivers for Small Construction Activities: Operators of certain small construction activities may obtain a waiver from coverage under this general permit,if applicable. The requirements are outlined in Part II.G below 5. Effective Date of Coverage (a) Operators of small construction activities as described in either Part II.E.i or II.E.2 above are authorized immediately following compliance with the applicable conditions of Part II.E.i or II.E.2. Secondary operators of large construction Page 20 Construction General Permit TPDES General Permit TXRi50000 activities as described in Part II.E.3 above are authorized immediately following compliance with the applicable conditions in Part II.E.3. For activities located in areas regulated by 30 TAC Chapter 213,related to the Edwards Aquifer,this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction may not commence for sites regulated under 3o TAC Chapter 213 until all applicable requirements of that rule are met. (b) Primary operators of large construction activities as described in Part II.E.3 above that electronically submit an NOI are authorized immediately following confirmation of receipt of the electronic form by the TCEQ,unless otherwise notified by the executive director Operators with an electronic reporting waiver are provisionally authorized seven(7) days from the date that a completed paper NOI is postmarked for delivery to the TCEQ,unless otherwise notified by the executive director An authorization is no longer provisional when the executive director finds the NOI is administratively complete and an authorization number is issued to the permittee for the construction site indicated on the NOI. For construction activities located in areas regulated by 3o TAC Chapter 213,related to the Edwards Aquifer,this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction activities may not commence for sites regulated under 3o TAC Chapter 213 until all applicable requirements of that rule are met. (c) Operators are not prohibited from submitting late NOIs or posting late notices to obtain authorization under this general permit. The TCEQ reserves the right to take appropriate enforcement action for any unpermitted activities that may have occurred between the time construction commenced and authorization was obtained. (d) If operators that submitted NOIs have active authorizations for construction activities that are ongoing when the term of the current general permit expires and a new general permit is issued,a 9o-day interim(grace)period is granted to provide coverage that is administratively continued until operators with active authorizations can obtain coverage under the newly issued CGP The 9o-day grace period starts on the effective date of the newly issued CGP Deadlines for obtaining coverage for operators of small and large construction are provided in Part II.D.1 and 2 above. 6. Notice of Change(NOC) If relevant information provided in the NOI changes,the operator that has submitted the NOI must submit an NOC to TCEQ at least fourteen(14) days before the change occurs, if possible. Where a 14-day advance notice is not possible,the operator must submit an NOC to TCEQ within 14-days of discovery of the change. If the operator becomes aware that it failed to submit any relevant facts or submitted incorrect information in an NOI, the correct information must be submitted to TCEQ in an NOC within 14 days after discovery The NOC shall be submitted on a form provided by the executive director,or by letter if an NOC form is not available. A copy of the NOC form or letter must also be placed in the SWP3 and provided to the operator of any MS4 receiving the discharge. A list that includes the names and addresses of all MS4 operators receiving a copy of the NOC(or NOC letter) must be included in the SWP3. Information on an NOC may include,but is not limited to,the following: a change in the description of the construction project; an increase in the number of acres disturbed(for increases of one or more acres), or the name of the operator(where the name of the operator has changed) A transfer of operational control from one operator to another,including a transfer of the ownership of a company Coverage under this general permit is not transferable Page 21 Construction General Permit TPDES General Permit TXR150000 from one operator to another or one company to another,and may not be included in an NOC. 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 NOI Forms,Notice of Termination(NOT) Forms,NOC Letters,and Construction Site Notices NOI forms,NOT forms,NOC letters,and Construction Site Notices that require a signature must be signed according to 3o TAC§305.44(relating to Signatories for Applications) 8. Contents of the NOI The NOI form shall require;at a minimum,the following information. (a) the TPDES CGP authorization number for existing authorizations under this general permit,where the operator submits an NOI to renew coverage within 90 days of the effective date of this general permit; (b) the name,address, and telephone number of the operator filing the NOI for permit coverage; (c) the name(or other identifier),address,county,and latitude/longitude of the construction project or site; (d) the number of acres that will be disturbed by the applicant; (e) confirmation that the project or site will not be located on Indian Country lands; (f) confirmation that a SWP3 has been developed in accordance with this general permit,that it will be implemented prior to commencement of construction activities,and that it is compliant with any applicable local sediment and erosion control plans,for multiple operators who prepare a shared SWP3,the confirmation for an operator may be limited to its obligations under the SWP3 provided all obligations are confirmed by at least one operator; (g) name of the receiving water(s), (h) the classified segment number for each classified segment that receives discharges from the regulated construction activity(if the discharge is not directly to a classified segment,then the classified segment number of the first classified segment that those discharges reach), and (i) the name of all surface waters receiving discharges from the regulated construction activity that are on the latest EPA-approved CWA§3o3(d) List of impaired waters or Texas Integrated Report of Surface Water Quality for CWA Sections 3o5(b) and 3o3(d) as not meeting applicable state water quality standards. Page 22 Construction General Permit TPDES General Permit TXR150000 Section F. Terminating Coverage 1. Notice of Termination(NOT) Required Each operator that has submitted an NOI for authorization of large construction activities under this general permit must apply to terminate that authorization following the conditions described in this section of the general permit. Authorization of large construction must be terminated by submitting an NOT on a paper form.to TCEQ supplied by the executive director or electronically via the online e- Permits system available through the TCEQ website. Authorization to discharge under this general permit terminates at midnight on the day a paper NOT is postmarked for delivery to the TCEQ or immediately following confirmation of the receipt of the NOT submitted electronically by the TCEQ Compliance with the conditions and requirements of this permit is required until an NOT is submitted. Effective September 1, 2018,applicants must submit an NOT using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. The NOT must be submitted to TCEQ, and a copy of the NOT provided to the operator of any MS4 receiving the discharge(with a list in the SWP3 of the names and addresses of all MS4 operators receiving a copy),within 3o days after any of the following conditions are met: (a) final stabilization has been achieved on all portions of the site that are the responsibility of the operator; (b) a transfer of operational control has occurred(See Section II.F.4 below), or (c) the operator has obtained alternative authorization under an individual TPDES permit or alternative TPDES general permit. 2. Minimum Contents of the NOT The NOT form shall require, at a minimum,the following information. (a) if authorization for construction activity was granted following submission of an NOI,the permittee's site-specific TPDES authorization number for a specific construction site; (b) an indication of whether final stabilization has been achieved at the site and a NOT has been submitted or if the permittee is simply no longer an operator at the site; (c) the name,address, and telephone number of the permittee submitting the NOT, (d) the name(or other identifier), address,county,and location(latitude/longitude) of the construction project or site; and (e) a signed certification that either all.stormwater discharges requiring authorization under this general permit will no longer occur,or that the applicant is no longer the operator of the facility or construction site,and that all temporary structural erosion controls have either been removed,will be removed on a schedule defined in the SWP3,or have been transferred to a new operator if the new operator has applied for permit coverage. Erosion controls that are designed to remain in place for an indefinite period,such as mulches and fiber mats,are not required to be removed or scheduled for removal. Page 23 Construction.General Permit TPDES General Permit TXR150000 3. Termination of Coverage for Small Construction Sites and for Secondary Operators at Large Construction Sites (a) Each operator that has obtained automatic authorization 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(io) days prior to the date that responsibility for operations terminates, and the new operator must submit an NOI at least ten (io) days prior to the transfer of operational control,in accordance with condition(c)below; and ii. submit a copy of the NOT from the primary operator terminating its coverage under the permit and its operational control of the construction site and submit a copy of the NOI from the new primary operator to the operator of any MS4 receiving the discharge in accordance with Part II.F 1 above. (b) For transfer of operational control, operators of small construction activities and secondary operators of large construction activities who are not required to submit an NOI must do the following: i. the existing operator must remove the original site notice,and the new operator must post the required site notice prior to the transfer of operational control,in accordance with the conditions in Part II.F.4.(c)i or ii below; and ii. a copy of the site notice,which must be completed and provided to the operator of any MS4 receiving the discharge,in accordance with Part II.F.3 above. (c) Each operator is responsible for determining its role as an operator as defined in Part I.B and obtaining authorization under the permit, as described above in Part Page 24 Construction General Permit TPDES General Permit TXRi50000 II.E. 1—3. Where authorization has been obtained by submitting an NOI for coverage under this general permit;permit coverage is not transferable from one operator to another A transfer of operational control can include changes to the structure of a company,such as changing from a partnership to a corporation,or changing to a different corporation type such that a different filing.(or charter) number is established with the Texas Secretary of State. A transfer of operational control can also occur when of the following criteria is met,as applicable: i. Another operator has assumed control over all areas of the site that do not meet the definition for final stabilization, ii. all silt fences and other temporary erosion controls have either been removed, scheduled for removal as defined in the SWP3,or transferred to a new operator,provided that the original permitted operator has attempted to notify the new operator in writing of the requirement to obtain permit coverage: Records of this notification(or attempt at notification)shall be retained by the operator transferring operational control to another operator in accordance with Part VI of this permit. Erosion controls that are designed to remain in place for an indefinite period,such as mulches and fiber mats,are not required to be removed or scheduled for removal, or iii. a homebuilder has purchased one or more lots from an operator who obtained coverage under this general permit for a common plan of development or sale. The homebuilder is considered a new operator and shall complywith the requirements of this permit. Under these circumstances,the homebuilder is Only responsible for.conipliance with the general permit requirements as they apply to the lots)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 di rector may waive the otherwise applicable requirements of this general permit for stormwater discharges from small construction activities under the terms and conditions described in this section. 1. Waiver Applicability and Coverage Operators of small construction activities may apply for and receive a waiver from the requirements to obtain authorization under this general permit,when the calculated rainfall erosivity(R)factor for the entire period of the construction project is less than five(5) The operator must submit either a signed paper Low Rainfall Erosivity Waiver(LREW) certification form to the TCEQ,supplied by the executive director, or complete the form electronically via the online e-Permits system available through the TCEQ website. The form is a certification by the operator that the small construction activity will commence and be completed within.a period when the value of the calculated R factor is less than five(5) The paper LREW certification form must be postmarked for delivery to the TCEQ at least seven(7)days before construction activity begins or,if submitted electronically, construction may begin at any time following the receipt of written.confirmation from TCEQ that a complete electronic application was submitted and acknowledged. This waiver from coverage does not apply to any non-stormwater discharges,including what is allowed under this permit. The operator must insure that all non-stormwater discharges are either authorized under a separate permit or authorization,or are captured and routed to an authorized treatment facility for disposal. Page 25 Construction General Permit TPDES General Permit TXR150000 Effective September 1, 2018,applicants must submit an LREW using the online e- Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. 2. Steps to Obtaining a Waiver The construction site operator may calculate the R factor to request a waiver using the following steps. (a) Estimate the construction start date and the construction end date. The construction end date is the date that final stabilization will be achieved. (b). Find the appropriate Erosivity Index(EI) zone in Appendix 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.edu/index.html,or using another available.resource. A copy of the LREW certification form is not required to.be posted at the small construction site. 3. Effective Date of a LREW Unless otherwise notified by the executive director,operators of small construction activities seeking coverage under a LREW are provisionally waived-from--the otherwise applicable requirements of this.general permit seven(7)days from the date that a completed paper LREW certification form is postmarked for delivery to TCEQ, or immediately upon receiving confirmation of approval of an electronic submittal,made via the online e-Permits system available through the TCEQ website: Effective September 1, 2018,applicants seeking coverage 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(330) days prior to commencement ofconstruction activities to ensure timely.authorization. Existing coverage under this generalpermit 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 ofan approved TMDL or TMDL I-Plan on the receiving water; (b) the activity being determined to cause,has a reasonable potential to cause,or contribute to a violation of water quality standards or being found to cause, or contribute to,the loss of a designated use of surface water in the state: and (c) any other consideration defined in 3o TAC Chapter 205 (relating to General Permits Z 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 TXRi50000 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.i(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 900 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,incompliance with the terms and conditions of this permit. An SWP3 must also identify any potential sources of pollution that have been determined to cause,have a reasonable potential to cause,or contribute to a violation of water quality standards or have been found to cause or contribute to the loss of a designated use of surface water in the state from discharges of stormwater from construction activities and construction support activities. Where potential sources of these pollutants are present at a construction site,the SWP3 must also contain a description of the management practices that will be used to prevent these pollutants from being discharged into surface water in the state or Waters of the U.S. NOTE. Construction support activities can also include vehicle repair areas,fueling areas, etc.that are present at a construction site solely for the support construction activities and are only used by operators at the construction site. The SWP3 is intended to serve as a road map for how the construction operator will comply with the effluent limits and other conditions of this permit and does not establish the effluent limits that apply to the construction site's discharges. These limits are established in Part III.G of the permit. Page 28 Construction General Permit TPDES General Permit 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. i. 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 COP,and another operator is responsible for implementation of the SWP3 at the project site. Section B. Responsibilities of Operators i. 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.Ed 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 Page 30 Construction General Permit TPDES General Permit TXRi50000 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 TXRi50000 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. Page 32 Construction General Permit TPDES General Permit TXRi50000 iii. Controls must be developed to minimize the offsite transport of litter, construction debris, and construction materials. (b) Erosion Control and Stabilization Practices The SWP3 must include'a description of temporary and permanent erosion control and stabilization practices for the construction site,where small or large construction activity will occur The erosion control and stabilization practices selected by the permittee must be compliant with the requirements for sediment and erosion control,located in Part III.G of this permit. The description of the SWP3 must also include a schedule of when the practices will be implemented. Site plans must ensure that existing vegetation at the construction site is preserved where it is possible. i. Erosion control and stabilization practices may include but are not limited to• establishment of temporary or permanent vegetation,mulching, geotextiles,sod stabilization,vegetative buffer strips,protection of existing trees and vegetation,slope texturing,temporary velocity dissipation devices,flow diversion mechanisms, and other similar measures. ii. The following records must be maintained and either attached to or referenced in the SWP3,and made readily available upon request to the parties listed in Part III.D.1 of this general permit: (A) the dates when major grading activities occur; (B) the dates when construction activities temporarily or permanently cease on a portion of the site; and (C) the dates when stabilization measures are initiated. iii. Erosion control and stabilization measures must be initiated immediately in portions of the site where construction activities have temporarily ceased and will not resume for a period exceeding 14 calendar days. Stabilization measures that provide a protective cover must be initiated immediately in portions of the site where construction activities have permanently ceased. The term"immediately"is used to define the deadline for initiating stabilization measures. In the context of this requirement, "immediately"means as soon as practicable,but no later than the end of the next work day,following the day when the earth-disturbing activities have temporarily or permanently ceased. Except as provided in (A)through(D)below,these measures must be completed as soon as practicable,but no more than 14 calendar days after the initiation of soil stabilization measures: (A) Where the immediate initiation of vegetative stabilization measures after construction activity has temporarily or permanently ceased due to frozen conditions, non-vegetative controls must be implemented until thawing conditions(as defined in Part I.B of this general permit) are present,'and vegetative stabilization measures can be initiated as soon as practicable. (B) In arid areas,semi-arid areas,or drought-stricken areas,as they are defined in Part I.B of this general permit,where the immediate initiation of vegetative stabilization measures after construction activity has temporarily or permanently ceased or is precluded by arid conditions, other types of erosion control and stabilization measures must be initiated at the site as soon as practicable. Where vegetative controls are infeasible due to arid conditions,and within 14 calendar days of a temporary or permanent cessation of construction activity in any portion of the site,the operator shall immediately install non- Page 33 Construction General Permit TPDES General Permit TXR150000 vegetative erosion controls in areas of the construction site where construction activity is complete or has:ceased. If non-vegetative controls are infeasible,the operator shall install temporary sediment controls as required in Part III.F.2.(b).iii:(C)below (C) In areas where non-vegetative controls are infeasible,the operator 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) (1) A sedimentation basin is required,where feasible,for a common drainage location that serves an area with ten(1o) or more acres disturbed at one time. A sedimentation basin may be temporary or permanent, and must provide sufficient storage to contain a calculated volume of runoff from a 2-year, 24-hour storm from each disturbed acre drained. When calculating the volume of runoff from a 2-year, 24-hour storm event,it is not required to include the flows from offsite areas and flow from onsite areas that are either undisturbed or have already undergone permanent stabilization,if these flows are diverted around both the disturbed areas of the site and the sediment basin. Capacity calculations shall be included in the SWP3. (2) Where rainfall data is not available or a calculation cannot be performed,the sedimentation basin must provide at least 3,600 cubic feet of storage per acre drained until final stabilization of the site. Page 34 Construction General Permit TPDES General Permit TXR150000 (3) If a sedimentation basin is not feasible,then the permittee shall provide equivalent control measures until final stabilization of the site. In determining whether installing a sediment basin is feasible,the permittee may consider factors such as site soils, slope,available area,public safety,precipitation patterns, site geometry,site vegetation,infiltration capacity,geotechnical factors,depth to groundwater,and other similar considerations. The permittee shall document the reason that the sediment basins are not feasible,and shall utilize equivalent control measures, which may include a series of smaller sediment basins. (4) Unless infeasible,when discharging from sedimentation basins and impoundments,the permittee shall utilize outlet structures that withdraw water from the surface. (B) Perimeter Controls. At a minimum,silt fences,vegetative buffer strips, or equivalent sediment controls are required for all down slope boundaries of the construction area,and for those side slope boundaries deemed appropriate as dictated by individual site conditions. ii. Controls for Sites With Drainage Areas Less than Ten Acres: (A) Sediment traps and sediment basins may be used to control solids in stormwater runoff for drainage locations serving less than ten(10) 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 3,60o 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 SWP3. Permittees are responsible for the installation and maintenance of stormwater management measures,as follows: (a) permittees authorized under the permit for small construction activities are responsible for the installation and maintenance of stormwater control measures prior to final stabilization of the site; or (b) permittees authorized under the permit for large construction activities are responsible for the installation and maintenance of stormwater control measures prior to final stabilization of the site and prior to submission of an NOT 4. Other Required Controls and BMPs Page 35 Construction General Permit TPDES General Permit TXR150000 (a) Permittees shall minimize,to the extent practicable,the off-site vehicle tracking of sediments 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 10,00o 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 TXR1500o0 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 5o%. For perimeter controls such as silt fences,berms,etc.,the trapped sediment must be removed before it reaches 5o%of the above-ground height. (d) If sediment escapes the site, accumulations must be removed at a frequency that minimizes off-site impacts,and prior to the next rain event,if feasible. If the permittee does not own or operate the off-site conveyance,then the permittee shall work with the owner or operator of the property to remove the sediment. 7 Inspections of Controls (a) Personnel provided by the permittee must inspect disturbed areas (cleared, graded,or excavated) of the construction site that do not meet the requirements of final stabilization in this general permit,all locations where stabilization measures have been implemented,areas of construction support activity covered under this permit,stormwater controls(including pollution prevention controls) for evidence of,or the potential for,the discharge of pollutants, areas where stormwater typically flows within the construction site,and points of discharge from the construction site. i. Personnel conducting these inspections must be knowledgeable of this general permit,the construction activities at the site,and the SWP3 for the site. ii. Personnel conducting these inspections are not required to have signatory authority for inspection reports under 3o TAC§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). vii. Complete any necessary maintenance needed,based on the results of the inspection and in accordance with the requirements listed in Part III.F 6 above. (c) Inspection frequencies: i. Inspections of construction sites must be conducted at least once every 14 calendar days and within 24 hours of the end of a storm event of o.5 inches or greater,unless as otherwise provided below in Part III.F 7.(c).ii—v below ii. Inspection frequencies must be conducted at least once every month in areas of the construction site that meet final stabilization or have been temporarily stabilized. iii. Inspection frequencies for construction sites,where runoff is unlikely due to the occurrence of frozen conditions at the site,must be conducted at least once every month until thawing conditions begin to occur(See definitions for thawing conditions in Part I.B) The SWP3 must also contain a record of the approximate beginning and ending dates of when frozen conditions occurred at the site,which resulted in inspections being conducted monthly, while those conditions persisted,instead of at the interval of once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 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 0.5 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 TXR150000 additional disturbance of soils,and result in the increase the potential for erosion. In these circumstances,controls must be inspected at least once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 inches or greater,but representative inspections may be performed. ii. 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 o.25 mile portion may be 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 o.25 mile inspected portion,or to the end of the project, whichever occurs first. As an alternative to the inspection schedule described in Part III.F 7(c).i above,the SWP3 may be developed to require that these inspections will occur at least once every seven(7) calendar days. If this alternative schedule is developed,the inspection must occur regardless of whether or not there has been a rainfall event since the previous inspection. iii. The SWP3 for a linear construction site must reflect the current inspection schedule. Any changes to the inspection schedule must be made in accordance with the following provisions: (A) the schedule maybe changed a maximum of one time each month, (B) the schedule change must be implemented at the beginning of a calendar month, and (C) the reason for the schedule change must be documented in the SWP3 (e.g., end of"dry"season and beginning of"wet"season) (e) In the event of flooding or other uncontrollable situations which prohibit access to the inspection sites,inspections must be conducted as soon as access is practicable. (f) Inspection Reports i. A report summarizing the scope of any inspection must be completed within 24-hours following the inspection. The report must also include the date(s) of the inspection and major observations relating to the implementation of the SWP3. Major observations in the report must include: the locations of where erosion and discharges of sediment or other pollutants from the site have occurred,locations of BMPs that need to be maintained,locations of BMPs that failed to operate as designed or proved inadequate for a particular location, and locations where additional BMPs are needed. ii. Actions taken as a result of inspections must be described within,and retained as a part of,the SWP3. Reports must identify any incidents of non- compliance. Where a report does not identify any incidents of non- compliance,the report must contain a certification that the facility or site is in compliance with the SWP3 and this permit. The report must be retained as part of the SWP3 and signed by the person and in the manner required by 3o TAC§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 TXRi50000 within seven(7) calendar days following the inspection. If existing BMPs are modified or if additional BMPs are necessary,an implementation schedule must be described in the SWP3 and wherever possible those changes implemented before the next storm event. If implementation before the next anticipated storm event is impracticable,these changes must be implemented as soon as practicable. 8 The SWP3 must identify and ensure the implementation of appropriate pollution prevention measures for all eligible non-stormwater components of the discharge,as listed in Part II.A.3 of this permit. 9 The SWP3 must include the information required in Part III.B of this general permit. io. The SWP3 must include pollution prevention procedures that comply with Part III.G.4 of this general permit. Section G. Erosion and Sediment Control Requirements Applicable to All Sites Except as provided in 4o CFR§§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 40 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 III.G 1.(f) above. 2. Soil stabilization. Stabilization of disturbed areas must,at a minimum,be initiated immediately whenever any clearing,grading,excavating, or other earth disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 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 trenches and excavations, are prohibited,unless managed by appropriate controls. 4. Pollution prevention measures. Design,install,implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants.At a minimum,such measures must be designed,installed,implemented, and maintained to (a) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water,and other wash waters.Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge; (b) Minimize the exposure of building materials,building products, construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents, sanitary waste,and other materials present on the site to precipitation and to stormwater; (c) Minimize the exposure of waste materials by closing waste container lids at the end of the work day For waste containers that do not have lids,where the container itself is not sufficiently secure enough to prevent the discharge of pollutants absent a cover and could leak,the permittee must provide either a cover(e.g., a tarp,plastic sheeting,temporary roof)to minimize exposure of wastes to precipitation,or a similarly effective means designed to minimize the discharge of pollutants(e.g.,secondary containment),and (d) Minimize the discharge of pollutants from spills and leaks,and implement chemical spill and leak prevention and response procedures. 5. Prohibited discharges.The following discharges are prohibited. Page 41 Construction General Permit TPDES General Permit TXR150000 (a) Wastewater from wash out of concrete,unless managed by an appropriate control, (b) Wastewater from wash out and cleanout of stucco,paint,form release oils, curing compounds and other construction materials, (c) Fuels,oils, or other pollutants used in vehicle and equipment 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 i. Benchmark Parameters Benchmark Benchmark Value Sampling Sample Type Parameter Frequency Oil and Grease (*i) 15 mg/L i/quarter(*2) (*3) Grab(*4) Total Suspended 5o mg/L i/quarter(*2) (*3) Grab(*4) Solids (*i) pH 6.o—9 o Standard Units i/quarter(*2) (*3) Grab(*4) Total Iron(*i) 1.3 mg/L i/quarter(*2) (*3) Grab(*4) (*i) All analytical results for these parameters must be obtained from a laboratory that is accredited based on rules located in 3o TAC§25.4(a) or through the National Environmental Laboratory Accreditation Program(NELAP) Analysis must be performed using sufficiently sensitive methods for analysis that comply with the rules located in 4o CFR§136.1(c) and 4o CFR §122.44(i)(1)(iv) Page 42 Construction General Permit TPDES General Permit 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 3o minutes of discharge,the reason must be documented and attached to all required reports and records of the sampling activity (*3) Sampling must be conducted at least once during each of the following periods. The first sample must be collected during the first full quarter that a stormwater discharge occurs from a concrete batch plant authorized under this general permit. January through March April through June July through September October through December For projects lasting less than one full quarter, a minimum of one sample shall be collected,provided that a stormwater discharge occurred at least once following submission of the NOI or following the date that automatic authorization was obtained under Section II.E.2,and prior to terminating coverage. (*4) A grab sample shall be collected from the stormwater discharge resulting from a storm event that is at least o.i inches of measured precipitation that occurs at least 72 hours from the previously measurable storm event. The sample shall be collected downstream of the concrete batch plant,and where the discharge exits any BMPs utilized to handle the runoff from the batch plant,prior to { commingling with any other water authorized under this general permit. 2. The permittee must compare the results of sample analyses to the benchmark values above,and must include this comparison in the overall assessment of the SWP3's effectiveness. Analytical results that exceed a benchmark value are not a violation of this permit, as these values are not numeric effluent limitations. Results of analyses are indicators that modifications of the SWP3 should be assessed and may be necessary to protect water quality The operator must investigate the cause for each exceedance and must document the results of this investigation in the SWP3 by the end of the quarter following the sampling event. The operator's investigation must identify the following: (a) any additional potential sources of pollution,such as spills that might have occurred, (b) necessary revisions to good housekeeping measures that are part of the SWP3, (c) additional BMPs,including a schedule to install or implement the BMPs, and (d) other parts of the SWP3 that may require revisions in order to meet the goal of the benchmark values. Background concentrations of specific pollutants may also be considered during the investigation. If the operator is able to relate the cause of the exceedance to background concentrations,then subsequent exceedances of benchmark values for that pollutant may be resolved by referencing earlier findings in the SWP3. Background concentrations may be identified by laboratory analyses of samples of stormwater run-on to the permitted facility,by laboratory analyses of samples of stormwater run-off from adjacent non-industrial areas, or by identifying the pollutant is a naturally occurring material in soils at the site. Page 43 Construction General Permit TPDES General Permit 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), iii. structural controls used within the drainage area(s), iv the locations of the following areas associated with concrete batch plants that are exposed to precipitation.vehicle and equipment maintenance activities(including fueling, repair,and storage areas for vehicles and equipment scheduled for maintenance), areas used for the treatment, storage, or disposal of wastes,liquid storage tanks; material processing and storage areas; and loading and unloading areas, and v the locations of the following: any bag house or other dust control device(s), recycle/sedimentation pond, clarifier or other device used for the treatment of facility wastewater(including the areas that drain to the treatment device), areas with significant materials, and areas where major spills or leaks have occurred. (b) Inventory of Exposed Materials—A list of materials handled at the concrete batch plant that may be exposed to stormwater and that have a potential to affect the quality of stormwater discharges associated with concrete batch plants that are authorized under this general permit. (c) Spills and Leaks-A list of significant spills and leaks of toxic or hazardous pollutants that occurred in areas exposed to stormwater and that drain to stormwater outfalls associated with concrete batch plants authorized under this general permit must be developed,maintained,and updated as needed. (d) Sampling Data-A summary of existing stormwater discharge sampling data must be maintained, if available. 2. Measures and Controls-The SWP3 must include a description of management controls to regulate pollutants identified in the SWP3's"Description of Potential Pollutant Sources"from Part N.B.i of this permit, and a schedule for implementation of the measures and controls. This must include,at a minimum. Page 44 Construction General Permit TPDES General Permit TXR150000 (a) Good Housekeeping-Good housekeeping measures must be developed and implemented in the area(s) associated with concrete batch plants. i. Operators must prevent or minimize the discharge of spilled cement, aggregate(including sand or gravel),settled dust,or other significant materials from paved portions of the site that are exposed to stormwater Measures used to minimize the presence of these materials may include regular sweeping or other equivalent practices. These practices must be conducted at a frequency that is determined based on consideration of the amount of industrial activity occurring in the area and frequency of precipitation,and shall occur at least once per week when cement or aggregate is being handled or otherwise processed in the area. ii. Operators must prevent the exposure of fine granular solids,such as cement,to stormwater Where practicable,these materials must be stored in enclosed silos,hoppers or buildings,in covered areas, or under covering. (b) Spill Prevention and Response Procedures-Areas where potential spills that can contribute pollutants to stormwater runoff,and the drainage areas from these locations,must be identified in the SWP3. Where appropriate,the SWP3 must specify material handling procedures,storage requirements,and use of equipment. Procedures for cleaning up spills must be identified in the SWP3 and made available to the appropriate personnel. (c) Inspections-Qualified facility personnel(i.e.,a person or persons with knowledge of this general permit,the concrete batch plant, and the SWP3 related to the concrete batch plant(s)for the site)must be identified to inspect designated equipment and areas of the facility specified in the SWP3. Personnel conducting these inspections are not required to have signatory authority for inspection reports under 3o TAC§305.128. Inspections of facilities in operation must be performed once every seven days. Inspections of facilities that are not in operation must be performed at a minimum of once per month. The current inspection frequency being implemented at the facility must be recorded in the SWP3. The inspection must take place while the facility is in operation and must,at a minimum,include all areas that are exposed to stormwater at the site,including material handling areas,above ground storage tanks,hoppers or silos, dust collection/containment systems, truck wash down and equipment cleaning areas. Follow-up procedures must be used to ensure that appropriate actions are taken in response to the inspections. Records of inspections must be maintained and be made readily available for inspection upon request. (d) Employee Training-An employee training program must be developed to educate personnel responsible for implementing any component of the SWP3, or personnel otherwise responsible for stormwater pollution prevention,with the provisions of the SWP3. The frequency of training must be documented in the SWP3,and at a minimum,must consist of one training prior to the initiation of operation of the concrete batch plant. (e) Record Keeping and Internal Reporting Procedures-A description of spills and similar incidents,plus additional information that is obtained regarding the quality and quantity of stormwater discharges,must be included in the SWP3. Inspection and maintenance activities must be documented and records of those inspection and maintenance activities must be incorporated in the SWP3. (f) Management of Runoff-The SWP3 shall contain a narrative consideration for reducing the volume of runoff from concrete batch plants by diverting runoff or otherwise managing runoff,including use of infiltration,detention ponds, retention ponds, or reusing of runoff. Page 45 Construction General Permit TPDES General Permit TXRi50000 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 thdnecessary 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 §305.128,relating to Signatories to Reports. (d) The Comprehensive Compliance Evaluation may substitute for one of the required inspecti�ns 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 may be 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 Ithe 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 temporary berms,temporary shallow pits,temporary storage tanks with slow rate release,or other reasonable measures to prevent runoff from the construction site. C. Wash out of concrete trucks during rainfall events shall be minimized. The discharge of concrete truck wash out water is prohibited at all times,and the operator shall insure that its BMPs are sufficient to prevent the discharge of concrete truck wash out as the result of rainfall or stormwater runoff. D. The disposal of wash out water from concrete trucks,made under authorization of this general permit must not cause or contribute to groundwater contamination. E. If a SWP3 is required to be implemented,the SWP3 shall include concrete wash out areas on the associated site map. Part VI. Retention of Records The permittee must retain the following records for a minimum period of three(3)years from the date that a NOT is submitted as required in Part II.F 1 and 2 of this permit. For activities in which an NOT is not required,records shall be retained for a minimum period of three(3)years from the date that the operator terminates coverage under Section II.F.3 of this permit. Records include: A. A copy of the SWP3, B. All reports and actions required by this permit,including a copy of the construction site notice; C. All data used to complete the NOI,if an NOI is required for coverage under this general permit; and D. All records of submittal of forms submitted to the operator of any MS4 receiving the discharge and to the secondary operator of a large construction site,if applicable. Part VII. Standard Permit Conditions A. The permittee has a duty to comply with all permit conditions. Failure to comply with any permit condition is a violation of the permit and statutes under which it was issued(CWA and TWC),and is grounds for enforcement action,for terminating, revoking and reissuance,or modification,or denying coverage under this general permit,or for requiring a discharger to apply for and obtain an individual TPDES permit,based on rules located in TWC§23.086,30 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, 3o 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 TXR15o0o0 D. Inspection and entry shall be allowed under TWC Chapters 26-28,Texas Health and Safety Code§§361.o32-361.o33 and 361.037,and 4o CFR§122.410) The statement in TWC§26.014 that commission entry of a facility shall occur according to an establishment's rules and regulations concerning safety,internal security,and fire protection is not grounds for denial or restriction of entry to any part of the facility or site,but merely describes the commission's duty to observe appropriate rules and regulations during an inspection. E. The discharger is subject to administrative, civil,and criminal penalties,as applicable,under TWC Chapter 7 for violations including but not limited to the following: 1. negligently or knowingly violating the federal CWA§§301,302,306,307,308, 318, or 405,or any condition or limitation implementing any sections in a permit issued under CWA§402,or any requirement imposed in a pretreatment program approved under CWA§§4o2(a)(3) or 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. 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 TXRi50000 D. Effective September 1, 2018,.applicants seeking coverage under an NOI or LREW must submit their application using the online e-Permits system available through the TCEQ website,or request and obtain a waiver from electronic reporting from the TCEQ Waivers from electronic reporting are not transferrable and expire on the same date as the authorization to discharge. Page 49 Construction General Permit TPDES General Permit TXR150000 Appendix A: Automatic Authorization Periods of Low Erosion Potential by County—Eligible Date Ranges Andrews. Nov 15-Apr 3o Ector Nov.15-Apr 30 Archer Dec. 15-Feb. 14 Edwards. Dec. 15 -Feb. 14 Armstrong: Nov 15-Apr 30 El Paso• Jan. 1-Jul. 14,or May 15-Jul. Bailey Nov 1-Apr 30,or Nov 15 -May 31,or Jun. 1-Aug. 14,or Jun. 15 -Sept. 14, 14 or Jul. 1-Oct. 14,or Jul. 15 -Oct. 31,or Aug. 1-Apr 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 Hansford. 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 30 Irion. Dec. 15-Feb. 14 Crosby Nov 15 -Apr 30 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 3° Kent: Nov 15 -Jan. 14 or Feb. 1-Mar 30 Dawson. Nov 15-Apr 30 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 3o King: Dec. 15-Feb. 14 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 3° Page 50 Construction General Permit TPDES General Permit TXR150000 Loving: Nov 1-Apr 30,or Nov 15-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 r5.-Apr 3o Sterling: Nov 15-Apr 30 Mason. Dec. 15-Feb. 14 Stonewall. Dec. 15-Feb. 14 Maverick: Dec. 15-Feb. 14 Sutton. Dec. 15-Feb. 14 McCulloch. Dec. 15-Feb. 14 Swisher Nov 15 -Apr 30 Menard. Dec. 15-Feb. 14 Taylor Dec.15-Feb. 14 Midland. Nov .15-Apr 3o Terrell. Nov 15-Apr .30 Mitchell. Nov 15-Apr 3o Terry Nov 15 -Apr 30 Moore: Nov 15-Apr 3o 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 3o Uvalde: Dec. 15-Feb. 14 Parmer• Nov 1-Apr 14,or Nov 15-Apr Val Verde: Nov 15.-Jan. 14,or Feb. 1- Mar 30 30 Pecos: Nov 15-Apr 3o Ward. Nov 1-Apr 14,or Nov 15-Apr 30 Potter Nov 15-Apr 3o Wichita. Dec. 15-Feb. 14 Presidio: Nov 1-Apr 30,or Nov 15- 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. 15-Feb. 14 May 14 Reeves. Nov 1-Apr 30,or Nov 15-May Young: Dec. 15 -Feb. 14 14 Wheeler Jan. 1=Mar 3o, or Dec. 1-Feb. Runnels. D.ec. 15-Feb. 14 28 Schleicher Dec. 15-Feb. 14 Zavala. Dec. 15 -Feb. 14 Page 51 Construction General Permit TPDES General Permit TXRi50000 Appendix B: Erosivity Index(EI)Zones in Texas elm • l • • _ F . o+�s'.4,�M �40 .'•'_ , T ��:1 � r + ;a ', * s 'a.,r,, i,gis . Ir. !' !$i ,0'*4 ".�1� �e �r �' i �. 4r • ' • r • A 1.• i• ,. +� ...it i it 'ill' 0�a1.a s0 .9F - �+i► .f *l e ► '! s r• r4,a 44k,a .. ' r! ! •`## �! rr,.r.ase:.;.�..� 4 t « '•• f...•m R*d r1. 16iii # li .is'�.aui r...4w-i..-.ri lb ' K� �' ay'a#r +'�Y .r,JJL ► 41. 744'4,i..*.r 1 , 4# i fiiTA..,C � I rid':-V'° rr. �". ''" 44 w �4�. rya t lr -. ..ia4 .'i6 T, 4 r nq .l�ii • f r -- r fa...a, • w r ,i r+'1., ....: ..o� -;.• i `Rc. - -#" .w - "; r, P 'r't 4 -.I S.t.',a .,'- . . -.. +w► ..«.. -.. _ .. - i--,M , , 77"`"!,� as, y ,e... '..�6. .i.:a, - a. ,« a ,i,,j•.. 'a: .• f`f *i«,•,j s�.►. sir r+ , ' y' ,.,• •t , f.M's•S: a. a•�!`e4..*w.! ^r e a r , ai i , (� ! •.1 },i66'R i''f;i tb ., w a" : f e- .4 ! ii.. r 4•i is{ 1"�• 'i..11F 40.i+s!wW`i�' :.,* »,v!. "' 0'$: sL3;:ar� a4: .f� ",r'46+'aas -00:.:w:w. ii�f.,:r� . ', O'i�#e, y',•i r. =1 • .. I ill's ` .r r •.t r+6., 0r ,ts aw;•wr._war i e i r 4a is a • �1 W . r ,. ,1,,1 +4• },r'4 r M..L,. ,.Y..rr. r#Rar•-a1r^'as'� i4 r ' 4- •-+# 16 • ,' - rss�+'.4•• •wi *00.r►.'.riw+rrtir , ��.i!•.i t , .r ,",',, r' . ' 0 a y.•a6 _.. �,ia.►._ia+Yrt.`s<+i.lb :N• i-. r-• 1 'a ' i r' 10 r.+.s "'awl'— w. i of p i_•f r 4 i•, sor lw moo,� i v.a.r.�;a. ..,.. 4 M !tom .A • r , a, 4, . in • tl y 'tt', Adapted from Chapter 2 of USDA Agriculture Handbook7og. "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 52 Construction General Permit TPDES General Permit TXR150000 Appendix C: Isoerodent Map — • - - -.wit ,- 1110 lararlifilklinIVMPAIP5Itlitit!III14111Z die ralle ill iilr qtrit : me vex . „ '4' 1 Nam iv IrarAil iiiiiiril' ''''"ItSk ' .itAlittstikotetiELlidirAP"Matit ' Milting illi iii ill Mal it 1.�1tr I�Rr; a161� i � tZi4 -.to__ -:;‘,. , . 1///11111.101.111/Pill,ggif‘wAINNI:e-14.-"I. 1 ' #11441011FiliStireVAIIkk 1641-44141-tigrifit. # ', , Olt/i,9/1111141pitio$1161040113klikerii-y;:ii. lo, 4/10.' , ifilVII111111/11144.01100tAllifiVe-fiv toff AfamAriaiir4,06 06.t.vtigi•-.64,b . - . i 0% .1, i la ir "ig 4 .44TiVii-1604"1111 , ' ''''.° RN ,- .. Milli 04**411111t.1C- 16'..5°9_ -ate ; , '4a.te " I .v 1111114101660 lig e. 46 '' gliillifral 914 %EAU" ,ii efirig*' Adapted from Chapter 2 of USDA Agriculture Handbook 703. "Predicting Soil Erosion by Water•A Guide to Conservation Planning With the Revised Universal Soil Loss Equation(RUSLE),"U.S.Department of Agriculture,Agricultural Research Service Page 53 Construction General Permit TPDES General Permit TXRi50000 Appendix D: Erosivity Indices for EI Zones in Texas Periods. EI# 1/1 1/16 1/31 .2/15 3/1 3/16•3/31 4/15 4/3o 5/15 5/30 6/14 6/29 7/14 7/29 8/13 8/28 9/12 9/27 l0/1210/2711/11 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 99 100 ioo 100 90 0 1 2 3 4 6 8 13 21 29 37 46 54 6o 65 69 74 81 87 9• 2 95 97 98 99 100 91 0 0 0 0 1 1 1 2 6 16 2• 9 39 46 53 60 67 74 81 88 9• 5 99 99 100 100 100 92 0 0 0 0 1 1 1 2 6 16 2• 9 39 46 53 60 67 74 81 88 95 r 9• 9 : 99 100 100 100 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 8• 8 9• 1 94 96 , 98 100 95 0 1. 3 5 7 9 ' 11 14 18 27 35 41 46 51. 57 62 I 68 73 79 84 89 93 96 98 100 96 0 2 4 - 6 9 12 17 23 30 . 37 43 49 54 58 62 66 7o 74 78 8• 2 86 90 94 97 ioo 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 4• 4 a 49 55 61 .67 71 75 78 '81 8• 4 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 ii 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 of Agriculture, Agricultural Research Service Page 54 TCEQ Office Use Only Permit No: CN: RN: rill Notice of Intent (NOI) for an Authorization for Stormwater Discharges Associated with Construction Activity under TCEQ TPDES General-Permit TXR150000 IMPORTANT INFORMATION Please read and use the General Information and Instructions prior to filling out each question in the NOI form. Use the NOI Checklist to ensure all required information is completed correctly Incomplete applications delay approval or result in automatic.denial. Once processed your permit authorization can be viewed by entering the following link into your internet browser http://www2.tceq.texas.gov/wq_dpa/index.cfm or you can contact TCEQ Stormwater Processing Center at 512-239-3700. o Effective September 1,.2018, this paper form must be submitted to TCEQ with a completed electronic reporting waiver form(TCEQ:20754). To submit an NOI electronically, enter the following web address into your internet browser and follow the instructions: https.//www3 tceq.texas.gov/steers/index.cfm (APPLICATION!FEE r PAYMENT The application fee for submitting a paper NOI is $325 The application fee for electronic submittal of a NOI through the TCEQ ePermits system(STEERS) is $225. Payment of the application fee can be submitted by mail or through the TCEQ ePay system. The payment and the NOI must be mailed to separate addresses. To access the TCEQ ePay system enter the following web address into your internet browser http://www tceq.texas.gov/epay Provide your payment information for verification of payment: • If payment was mailed to TCEQ provide the following: o Check/Money Order Number o Name printed,on Check: • If payment was made via ePay, provide the following: o Voucher Number o A copy of the payment voucher is attached to this paper NOI form. TCEQ-2oo22(3/6/2018) Page 1 Notice of Intent for Construction Stormwater Discharges under TXRi50000 RENEWAL(This portion of the NOI is not applicable after June 3', 2018)) Is this NOI for a renewal of an existing authorization? ❑ Yes 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 —1 (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):., First and Last Name: Suffix: Title: , Credentials. Phone NUmber Fax Number E-mail. Mailing Address: City, State, and Zip Code: Mailing Information if outside USA. Territory _ Country Code: ,Postal Code: r d) Indicate the type of customer Individual 0 Federal Government El Limited Partnership ]County Government General Partnership d State Government Trust ]City Government C] Sole Proprietorship (D.B.A.) Other Government rbi Corporation b.Other• Estate e) Is the applicant an independent operator? ❑ Yes ❑ No TCEQ-20022(3/6/2o1.8) Page 2 Notice of Intent for Construction Stormwater Discharges.under TXRi50000 (If a governmental entity, a subsidiary, or part of a larger corporation, check No.) ds f) Number of Employees. Select the range applicable to your company d 0-20 0 2.51-500 El 21-100 ❑ 501 or higher d 101-250 g) Customer Business Tax and Filing Numbers: (Required for Corporations and Limited Partnerships. Not Required for Individuals, Government, or Sole Proprietors.) State Franchise Tax ID Number Federal Tax BY Texas Secretary of State Charter (filing) Number �. DUNS Number (if known):F SECTION 2. APPLICATION CONTACT Is the application contact the same as the applicant identified above? d Yes, go to Section 3 G,No, complete this section Prefix(Mr Ms. Miss): First and Last Name: Suffix: Title:- Credential. Organization Name: Phone Number Fax Number E-mail. Mailing Address: Internal Routing (Mail Code, Etc.): City, State, and Zip Code: Mailing information if outside USA. Territory 1 Country Code: 1.Postal Code: SECTION 3. REGULATED ENTITY(RE) INFORMATION ON PROJECT OR SITE a) If this is an existing permitted site, what is the Regulated Entity Number (RN) issued to this site? RN (Refer to Section 3.a) of the Instructions) TCEQ-2oo22(3/6/2o18) Page 3 Notice of Intent for Construction Stormwater Discharges under TXR150000 b) Name of project or site (the name known by the community where it's located): c) In your own words, briefly describe the type of construction occurring at the regulated site (residential, industrial, commercial, or other): d) County or Counties (if located in more than one): [ e) Latitude: Longitude: , 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. 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? 5 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? 5 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. r 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? , e) What is the total number of acres to be disturbed? 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 TXR150000 d,Yes No. The total number of acres disturbed, provided in e) above, must be 5 ormore. If the total number of acres disturbed is less than 5, do not submit this form. See the requirements in the general permit for small construction sites. g) What is the estimated start date of the project? h) What is the estimated end date of the.project? 1 Will concrete truck washout be performed at the site? C Yes b No j) What is the name of the first water body(ies) to receive the.stormwater runoff or potential runoff from the site? k) What is the segment number(s) of the classified water body(ies) that the discharge will eventually reach? 1) Is the discharge into a Municipal Separate Storm.Sewer System(MS4)? CYes C1No 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? Yes, complete the certification below C 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. d 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). El 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. Yes c) I understand that a Notice of Termination(NOT) must be submitted when this authorization is no longer needed. Yes d) I certify that a S.tormwater 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). 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-20o22(3/6/2018) Page 5 Notice of Intentfor Construction Stormwater Discharges under TXR150000 SECTION 6. 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(3/6/2o18) Page 6 Notice of Intent for Construction Stormwater Discharges under TXRi50000 NOTICE OF INTENT CHECKLIST (TXR150000) 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 ON FEE If paying by check: d Check was mailed separately to the TCEQs Cashier's Office. (See Instructions for Cashier's address and Application address:) !J Check number and name on check is provided in this application. If using ePay d The voucher number is provided inthis application and a copy of the voucher is attached. AENEWAL 9 If this application is for renewal of an existing authorization, the authorization number is provided. 'OPERATOR INFORMATION C Customer Number (CN) issued by TCEQ Central Registry 0 Legal name asfiled to do business in Texas. (Call TX SOS 512-463-5555 to verify) CI Name and title of responsible authority signing the application. Gl Phone number and e-mail address O Mailing address is complete&verifiable with USPS.www.usps.com El Type of operator (entity type). Is applicant an independent operator? O Number of employees. d For corporations or limited partnerships - Tax ID and SOS filing numbers. C Application contact and address is complete&verifiable with USPS..http://www.usps.com REGULATED L ENTITY(RE) INFORMATION ON PROJECT OR SITE O Regulated Entity Number(RN) (if site is already regulated by TCEQ) Site/project name and construction activity description County Ei Latitude and.longitude.http://www.tceq.texas:gov/gis/sgmaview.html TCEQ 20022 Checklist(03/06/2018) Page 1 5 Site Address/Location. Do not use a rural route or post office box. GENERAL CHARACTERISTICS 0 Indian Country Lands -the facility is not on Indian Country Lands. 0 Construction activity related to facility associated to oil, gas, or geothermal resources 5 Primary SIC Code that best describes the construction activity being conducted at the site. www.osha.gov/oshstats/sicser.html El Estimated starting and ending dates of the project. E7 Confirmation of concrete truck washout. Acres disturbed is provided and qualifies for coverage through a NOI. 0 Common plan of development or sale. El Receiving water body or water bodies. 5 Segment number or numbers. MS4 operator 0 Edwards Aquifer rule. CERTIFICATION Certification statements have been checked indicating Yes. r-- 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 Were to Send the'Notice of Intent,(NOI): By Regular Mail. By Overnight or Express Mail. TCEQ TCEQ Stormwater Processing Center (MC228) Stormwater Processing Center (MC228) P.O. Box 13087 12100 Park 35 Circle Austin, Texas 78711-3087 Austin, TX Application fee: The application fee of $325 is required to be paid at the time the NOI is submitted. Failure to submit payment at the time the application is filed will cause delays in acknowledgment or denial of coverage under the general permit. Payment of the fee may be made by check or money order, payable to TCEQ, or through EPAY(electronic payment through theweb). Mailed Payments: Use the attached General Permit Payment Submittal Form. The application fee is submitted to a different address than the NOI. Read the General Permit Payment Submittal Form for further instructions, including the address to send the payment. ePAY Electronic Payment:http://www.tceq.texas.gov/enay 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 'TiCEQ+Contact List: Application- status and form questions: 512-239-3700, swpermit@tceq.texas.gov Technical questions: 512-239-4671, swgp@tceq.texas.gov Environmental Law Division: 512-239-0600 Records Management - obtain copies of forms: 512-239-0900 Reports from databases (as available): 512-239-DATA(3282) Cashier's office: 512-239-035.7 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. General Permit(Your Permit) 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.tceq.texas.gov. Search using keyword TXR150000. 'Change in 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. iTCEQ Central Registry Core Data.Form The Core.Data Form has been incorporated into this form. Do not send a Core Data Form to TCEQ.After final acknowledgment of coverage under the general permit, the program will assign a.Customer Number and Regulated Entity Number, if one has not already been assigned to this customer 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://www15 tceq.texas.gov/crpub/ or you can contact the TCEQ Stormwater Processing Center at 512-239-3700 for assistance. On the website, you can 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 D ' a,.G: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;(APPLI 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://www15.tceq.texas.gov/crpub/. If the applicant is not an existing TCEQ customer, leave the space for CN blank. b) Legal Name of Applicant Provide the current legal name of the applicant. The name must be provided exactly as filed with the Texas Secretary of State (SOS), or on other legal documents forming the entity, as filed in the county.You may contact the SOS at 512-463-5555, for more information related to filing in Texas. If filed in the county, provide a copy of the legal documents showing the legal name. c) Contact Information for the Applicant (Responsible.Authority) Provide information for the person signing the application in the Certification section. This person is also referred to as the Responsible Authority. Provide a complete mailing address for receiving mail from the TCEQ. The mailing address must be recognized by the US Postal Service. You may verify the address on the following website:https://tools.usps.com/go/ZipLookupAction!input.action. The phone number should provide contact to the applicant. The fax number and e-mail address are optional and should correspond to the applicant. d) Type of Customer(Entity Type) Check only one box that identifies the type of entity Use the descriptions below to identify the appropriate entity type. Note that the selected entity type also indicates the name that must be provided as an applicant for an authorization. Individual An individual is a customer who has not established a.business, but conducts an activity that needs to be regulated by the TCEQ, Partnership A customer that is established as a partnership as defined by the Texas Secretary Of State Office (TX SOS). If the customer is a 'General.Partnership' or 'Joint Venture' filed in the county(not filed with TX SOS), the legal name of each partner forming the 'General Partnership' or 'Joint Venture' must be provided. Each 'legal entity' must apply as a co-applicant. TCEQ 20022 (3/6/2018) Page 3 Instructions for Notice of Intent for TPDES General Permit TXR150000 Trust or Estate A trust and an estate are fiduciary relationships governing the trustee/executor with respect to the 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 for TPDES General Permit TXR150000 g). Customer Business Tax and Filing Numbers These are required for Corporations and Limited.Partnerships. These are not required for Individuals, Government, and Sole Proprietors. State Franchise Tax ID Number Corporations and limited liability companies that operate in Texas are issued a franchise tax identification number If this customer is a corporation or limited liability company, enter the Tax ID number Federal Tax ID All businesses, except for some small sole proprietors, individuals, or general partnerships should have a federal taxpayer identification number. (TIN). Enter this number here. Use no prefixes, dashes, or hyphens. Sole proprietors, individuals, or general partnerships do not need to provide a federal tax ID TX SOS Charter(filing)Number Corporations and Limited Partnerships required to register with the Texas Secretary of State are issued a charter or filing.number You may obtain further information by calling SOS at 512-463-5555 DUNS Number Most businesses have.a DUNS (Data Universal Numbering System) number issued.by Dun and Bradstreet Corp. If this customer has one, enter it here. 'Section'2. APPLICATION CONTACT Provide the name and contact information for the person that TCEQ can contact for additional information regarding this.application. Section:3.. !REGULATED ENTITY,(RE)INFORMATION.ON PROJECT OR SITE a). Regulated Entity Number(RN) The RN is issued by TCEQ's Central Registry to sites where an activity is regulated by TCEQ. This is not a permit number, registration number, or license number Search TCEQ's Central Registry to see if the site has an assigned RN at http://www15:tceq.texas.gov/crpub/ If this regulated entity has not been assigned an RN, leave this space blank. If the site of your business is part.of a larger business site, an RN may already be assigned for the larger site. Use the RN assigned for the larger site. If the site is found, provide the assigned RN and provide the information for the site to be authorized through this application. The site information for this authorization may vary from the larger site information. An example is a chemical plant where a unit is owned or operated by a separate corporation that is accessible by the same physical address of your unit or facility Other examples include industrial parks identified by one common address but different corporations have control of defined areas within the site. In both cases, an RN would be assigned for the physical address location and the permitted sites would be identified separately under the same RN TCEQ 20022 (3/6/2018) Page 5 Instructions for Notice of Intent for TPDES General Permit TXR150000 b) Name of the Project or Site Provide the name of the site or project as known by the public in the area where the site is located. The name you provide on this application will be used in the TCEQ Central Registry as the Regulated Entity name. c) Description of Activity Regulated In your own words, briefly describe the primary business that you are doing that requires this authorization. Do not repeat the SIC Code 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: http://www.tceq.texas.gov/gis/sgmaview.html. f) Site Address/Location If a site has an address that includes a street number and street name, enter the complete address for the site in Section A.'If the physical address is not recognized as a USPS delivery address, you may need to validate the address with your local police (911 service) or through 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. GENERAL CHARACTERISTICS 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 may be under jurisdiction of the Railroad Commission of Texas (RRC) and may need to obtain authorization from EPA Region 6. Construction activities associated with a facility related to oil, gas or geothermal resources may include the construction of a well site; treatment or storage facility; underground hydrocarbon or natural gas storage facility;..reclamation plant; gas processing facility; compressor station, terminal facility where crude oil is stored prior to refining and at which refined products are stored solely for use at the facility; a TCEQ 20022 (3/6/2018) Page 6 Instructions,for Notice of Intent for TPDES General Permit'TXR150000. carbon dioxide geologic storage facility; and a gathering, transmission, or distribution pipeline that will transport crude oil or natural gas, including natural gas liquids, prior to refining of such oil or the use of the natural gas in any manufacturing process or as a residential or industrial fuel. Where required by federal law, discharges of stormwater associated with construction. activities under the RRC's jurisdiction must be authorized by the EPA and the RRC, as applicable. Activities under RRC jurisdiction include construction of a facility that, when completed, would be associated with the exploration, development, or production of oil or gas or geothermal resources, such as a well site; treatment or storage.facility; underground hydrocarbon or natural gas storage facility; reclamation plant; gas processing facility; compressor station, terminal facility where crude oil is. stored prior to refining and at which refined products are stored:solely for use at the facility; a carbon dioxide geologic storage facility under the jurisdiction of the RRC;. and a gathering, transmission, or distribution pipeline that will.transport crude oil or natural gas, including natural gas liquids, prior to refining of such oil or the use of the natural gas in any manufacturing process or as a residential or industrial fuel. The RRC also has jurisdiction over stormwater from land disturbance associated with a site survey that is conducted prior to construction of a facility that would be regulated by the RRC. Under 33 U.S.C. §1342(1)(2) and §1362(24), EPA cannot require a permit for discharges of stormwater from field activities or operations associated with{oil and gas} exploration, production, processing, or treatment operations, or transmission facilities, including activities necessary to prepare a site for drilling and for the movement and placement of drilling equipment,whether or not such field activities or operations may be considered to be construction activities unless the discharge is contaminated by contact with any overburden, raw material, intermediate product, finished product,byproduct, or waste product located on the site of the facility. Under §3.8 of this title (relating to Water.Protection), the RRC prohibits operators from causing or allowing pollution of surface or subsurface water Operators are encouraged to implement and maintain best management practices (BMPs) to minimize discharges of pollutants, including sediment, in stormwater during construction activities to help ensure protection of surface water quality during storm events. For more information about the jurisdictions of the RRC_and the TCEQ, read the Memorandum of Understanding.(MOU)between the RRC and TCEQ at 16 Texas Administrative Code, Part 1, Chapter 3, Rule 3 30, by entering the following link into an internet browser http://texreg.sos.state.tx.us/public/readtac$ext.TacPage?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/imis/sicsearch.html or you can contact the TCEQ Small Business and Local Government Assistance Section at 800-447-2827 for assistance. d) Secondary SIC Code Secondary SIC Code(s) may be provided. Leave this blank if not applicable. For help with SIC Codes, enter the following link into your internet browser http://Www.osha.gov/pls/imis/sicsearch.htnil 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_steDs.html For further information, go to the'TCEQ stormwater construction webpage enter the following link into your internet browser www.tceq.texas.gov/goto/construction and search for "Additional Guidance and Quick Links"If you have any further questions about the Common Plan.of Development you can contact the TCEQ Stormwater Team at 512-239-4671 or the TCEQ Small Business and Environmental Assistance at 800-447- 2827 TCEQ 20022 (3/6/2018) Page 8 Instructions for Notice of Intent for TPDES General Permit TXR150000 g) Estimated Start Date of the Project This is the date that any construction activity or construction support activity is initiated at the site. If renewing the permit provide the original start date of when construction activity for this project began. h) Estimated End Date of the Project This is the date that any construction activity or construction support activity will end and final stabilization will be achieved at the site. i) Will concrete truck washout be performed at the site? Indicate if you expect that operators of concrete trucks will washout concrete trucks at the construction site. j) Identify the water body(s)receiving stormwater runoff The stormwater maybe 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: www.tceq.texas.gov/waterquality/monitoring/viewer.html or by contacting the TCEQ Water Quality Division at(512) 239-4671 for assistance. You may also find the segment number in TCEQ publication GI-316 by entering the following link into your internet browser www.tceq.texas.gov/publications/gi/gi-316 or by contacting the TCEQ Water Quality Division at(512) 239-4671 for assistance. If the discharge is into an unclassified receiving water and then crosses state lines prior to entering a classified segment, select the appropriate watershed: • 0100 (Canadian River Basin) • 0200 (Red River Basin) • 0300 (Sulfur River Basin) • 0400 (Cypress Creek Basin) • 0500 (Sabine River Basin) Call the Water Quality Assessments section at 512-239-4671 for further assistance. 1) Discharge into MS4 -Identify the MS4 Operator The discharge may initially be into a municipal separate storm sewer.system(MS4). If the stormwater discharge is into an MS4,.provide the name of the entity that operates. the MS4 where the stormwater discharges. An MS4 operator is often a city, town, county, or utility district, but possibly can be another form of government. Please note that the Construction General Permit requires the Operator to supply the MS4 with a TCEQ 20022 (3/6/20.18) Page 9 Instructions for Notice of Intent for TPDES General Permit TXR150000 copy of the NOI submitted to TCEQ. For assistance, you may call the technical staff at 512-239-4671. m) Discharges to the Edwards Aquifer Recharge Zone and Certification The general permit requires the approved Contributing Zone Plan.or Water Pollution Abatement Plan to be included or referenced as a part of the Stormwater Pollution Prevention Plan. See maps on the 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/eapp/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, 12.100 Park 35 Circle, Austin, TX 78753, 512-339- 2929 For Projects in Bexar, Comal, Kinney, Medina and Uvalde Counties: TCEQ San Antonio Regional Office, 14250 Judson Rd., San Antonio, TX 78233-4480, 210-490- 3096. Section 5. NOI CERTIFICATION 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 NOI is postmarked for delivery to the TCEQ. Electronic applications submitted through ePermits have immediate provisional coverage. You must obtain a copy and read the Construction General Permit before submitting your application. You may view and print the Construction General Permit for which you are seeking coverage at the TCEQ web site by entering the following link into an internet brower• 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 TCEQ investigator to review on request. ,;Section 6.APPLICANT.CERTIFICATION SIGNATURE The certification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Administrative Code (TAC) §305 44. If you are a corporation: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305 44(a)(1) (see below). According to this code provision, any corporate representative may sign an NOI or similar form so long as the authority to sign such a document has been delegated to that person in accordance with corporate procedures. By signing the NOI or similar form, you are certifying that such authority has been delegated to you.'The TCEQ may request documentation evidencing such authority If you are a municipality or other government entity: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(3) (see below). According to this code provision, only a ranking-elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, it may be beneficial to consult your city charter, county or city ordinances, or the Texas statute(s)under which your government entity was formed. An NOI or similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not conform to §305 44(a)(3.). The signatory requirement may not be delegated to a government representative other than those identified in the regulation. By signing the NOI or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code.Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above, please contact the TCEQ's Environmental Law Division at 512-239-0600. TCEQ 20022 (3/6/2018) Page 11. Instructions for Notice of Intent for TPDES General Permit TXR150000 30 Texas Administrative Code §305.44. Signatories to Applications (a).All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a responsible corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision- making functions for the corporation, or the manager Of one or more manufacturing; production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million(in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or.post-closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer or a ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency(e.g.; regional administrator of the EPA). 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. linstructions• • 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. Maikthis form-and your check to either of the following: By Regular U.S.Mail By Overnight or Express Mail Texas Commission on Environmental Quality Texas Commission on Environmental Quality Financial Administration Division Financial Administration Division Cashier's Office, MC-214 Cashier's Office, MC-214 P O Box 13088 12100 Park.35 Circle Austin, TX.78711-3088 Austin, TX 78753 -Fee'Code: ,GPA General Permit: TXR150000 1 Check or Money Order No: 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 or Site (RE) Name and Physical Address exactly as provided on the NOI. Do not submit a copy of the NOI with this form, as it could cause duplicate permit application entries! If there is not enough space on the form to list all of the projects or sites:the authorization will cover, then attach a list of the additional sites. Project/Site (RE)Name:[ Project/Site (RE)Physical Address:- Staple the check or money order to this form in this space. TCEQ 20134(03/06/2018) Page 1 Texas Commission on Environmental Quality General Permit Payment Submittal Form Use this form to submit your Application Fee only if you are mailing your payment. • Complete items 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 I Cashier's Office, MC-214 P 0 Box 13088 12100 Park 35 Circle Austin,TX 78711-3088 Austin,TX 78753 Fee Code: GPA General Permit: TXG920000 1. Check/Money Order No 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: Staple Check in This Space TCEQ-20134(04/13/2006) Page 1 TCEQ Office Use Only Permit No: RN: RN: w Region: MIN Notice of Termination (NOT) for Authorizations under TCEQ 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:https://www3.tceq.texas.gov/steers/ What is the permit number to be terminated? TXR15 TXRCW Section 1. OPERATOR(Permittee) a) What is the Customer Number(CN)issued to this entity? CN b) What is the Legal Name of the current permittee? c) Provide the contact information for the Operator(Responsible Authority). Prefix(Mr Ms. or Miss): First and Last Name: Suffix: Title: .Credentials: Phone Number Fax Number Email.r 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? g Yes, go to Section 3 El 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: Phone Number , Fax Number Email. Mailing Address: City, State, and Zip Code: Country Mailing Information,if outside USA. Section 3. REGULATED ENTITY(RE) INFORMATION ON PROJECT OR SITE a) TCEQissued RE Reference Number(RN): RN b) Name of project or site as known by the local community c) County,or counties if more than 1 d) Latitude: F Longitude: r 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: City, State, and Zip Code: Section 3B: Site Location Description: Location description: City where the site is located or,if not in a city,what is the nearest city . Zip Code where the site is located. Section 4. REASON FOR TERMINATION Check the reason for termination: 0 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 controls have been removed, or scheduled for removal as defined in the SWP3 E 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 C The discharge is now authorized under an alternate TPDES permit. C The activity never began at this site that is regulated under the general permit. Section 5. CERTIFICATION Signatory Name: Signatory Title: 1 I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based.on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,the information submitted is, to the best of my knowledge and belief,true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further certify that I am authorized under 30 Texas Administrative Code §305 44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Signature (use blue ink)• Date: TCEQ 20023 (03/09/2018) Page 3 Notice of Termination for TXR150000 Instructions for Notice of Termination (NOT) for Authorizations under TPDES General Permit TXR1 50000 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, swpermit@tceq.texas.gov Technical questions: 512-239-4671, swgu@tceq.texas.gov Environmental Law Division. 5.12-239-0600 Records Management- obtain copies of forms: 512-239-0900 Reports from databases(as available). 512-239-DATA(3282) Cashier's office: 512-239-0357 or 512-239-0187 Notice of Termination Process: A Notice of Termination is effective on the date postmarked for delivery to TCEQ When your NOT is received by the program,the form will be processed as follows: 1) Administrative Review. The form will be reviewed to confirm the following: • the permit number is provided, • the permit is active and has been approved, • the entity terminating the permit is the current permittee; • the-site information matches the original permit record, and • the form has the required original signature with title and date. 2) Notice of.Deficiency If an item is incomplete or not verifiable as indicated above, a phone call will be made to the applicant to clear the deficiency A letter will not be sent to the permittee if unable to process the form. 3) Confirmation of Termination. A Notice of Termination Confirmation letter will be mailed to the operator. Chan:a 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/wq,dpa/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, for the current permittee,is available at the following website: http://www2.tceq.texas.gov/wq_dpa/index.cfm. b) Legal Name of Operator The operator must be the same entity as previously submitted 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: http://www2.tcecgtexas.gov/wq_dpa/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.usps.com/go/ZipLookupAction!input.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• s 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/wa_dna/index.cfm. e) Site/Project(RE)Physical Addres s/Location Information The physical address/location information, as provided on the current authorization,is available at the following website:http://www2.tceq.texas.gov/wq_dpa/index.cfm. TCEQ 20023 (03/09/2018) Page 2 Instructions for Notice of Termination for TXR150000 Section 3A.If a site has an address that includes a street number and street name, enter the complete address for the site. If the physical address is not recognized as a USPS delivery address,you may need to validate the address with your local police(911 service)or through an online map site used to locate the site. Please confirm this to be a complete and valid address. Do not use a rural route or post office box for a site location. Section 3B.If a site does not have an address that includes a street number and street name,provide a complete written location description.For example: "The site is located on the north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1 Provide the city(or nearest city) and Zip Code of the facility location. Section 4. Reason for Termination: The Notice of Termination form is only for use to terminate the authorization(permit). The Permittee must indicate the specific reason for terminating by checking one of the options. If the reason is not listed then provide an attachment that explains the reason for termination. Please read your general permit carefully to determine when to terminate your permit. Permits will not be reactivated after submitting a termination form. The termination is effective on the date postmarked for delivery to TCEQ Section 5. Certification: The certification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Admi*istrative Code §305 44. IF YOU ARE A 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 GOVERNIIfF__NTENTITY The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305 44(a), which is provided below According to this code provision,only a ranking elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity,it may be beneficial to consult your city charter, county or city ordinances, or the Texas statutes under which your government entity was formed.An NOI or similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not conform to §305 44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation.By signing the NOI or similar form,you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above,please contact the Texas Commission on Environmental.Quality's Environmental Law Division at 512-239-0600 TCEQ 20023 (03/09/2018) Page 3 Instructions for Notice of Termination for TXR150000 30 Texas.Administrative Code 005.44. 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-dosure 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 111111ik' memo .tea 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 Authonzation Number Operator Name. • Contact Name and Phone Number Project Descnption. 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. - 'MON 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 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 ,e-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 ,71111 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 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 II.F 3 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION Section 01566 SOURCE CONTROLS FOR EROSION AND SEDIMENTATION 1.0 GENERAL 1.01 SECTION INCLUDES A Descriptions of measures and practices, in response to TPDES General Permit TXR 150000, which shall be used on the Work to eliminate or significantly minimize pollutants in discharges into Surface Water in the State by controlling erosion and sediments at their source. B References to Technical Specifications. 1 Section 01550—Stabilized Construction Exit 2. Section 01562—Waste Material Disposal 3 Section 01500—Temporary Facilities and Controls C Definitions. 1 Potential Water Pollutant- any substance that could potentially alter the physical, thermal, chemical; or biological quality of the Surface Water in the State, rendering the water harmful, detrimental, or injurious to humans, animal life, vegetation, or property, or to public health, safety or welfare, or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose. 1.02 MEAUSREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 2.0 PRODUCTS - 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 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 and inspect maintenance and repair areas daily 4 Stabilize the area with coarse aggregate. 5 Maintain grade to prevent surface water from flowing over the area. 6 Place plastic matting, packed clay, tar paper, or other impervious material to prevent contamination of soil in the area. 7 Isolate areas of contaminated soil or other matenals 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 OF PEARLAND 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, dewatermg or diversion of water to provide adequate drainage. 5/2013 01570- 1 of 5 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 01570-2 of 5 CITY OF PEARLAND 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),of the 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 Geotechmcal 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 PEARLAND 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 - Not Used 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 m 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 01570-4 of 5 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 OF PEARLAND PROJECT IDENTIFICATION SIGNS Section 01580 PROJECT IDENTIFICATION SIGNS 1.0 GENERAL 1.01 SECTION INCLUDES A Project identification sign description. B. Installation. C. Maintenance and removal. 1.02 UNIT PRICES A. No separate payment will be made for design, fabrication, installation, and maintenance of project identification signs under this Section. Include cost of work performed under this Section 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 Expenenced 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 0.1580-1 CITY OF PEARLAND 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 matenals 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 carnage bolts to attach sign to posts. Secure with nuts and flat head washers at locations as recommended by Sign Manufacturer c. Cover button heads with white reflective film or paint to match sign background 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 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS and frammg 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 PROJECT IDENTIFICATION SIGNS PROJECT.IDENTIFICATION SIGN EXHIBIT k First Impression - ; a...,•r..A.....I u...r i.. tPCAR ".:D PROJECT';NAME,LOCATED HERE1u.mu r.,�s .�,.s ' 'PROJECT;NO..12345678 cwaae» _. y' 1 3 ) 'PROJECT,SCHEO.ULE:;MONT NEAR - ° ",}�•-_ `.. BUDGET$DOLLAR;AMOUNT - 6X,,rat.7 iatGE*ey 71.ti ENGINEER/ARCHITECT: ___ s u; � i NAME GOES HERE - . r G r r,rpl;a i• ovenot rr.• CtS., i;:.ti �. � c� i:'4„LrsTrac 'Zik CONTRRACTOR: i.buearuct a r. id, ._l'� Y =2;.."1 • '.CONTRACTOR"NAME.GOES'HERE rL-,��1.��.J))r["�„ n0rtn`;E,'t wtsi[d nvionTti, airo _ z�>S ux;,.tG x.,:,.cet• G.,, .peadandbcgov/department's/engineering-capital-projectslprojectS "` ''°` '°` - — idatin _..._ — ® nuamca uiaxutoa uenauAearticcaeLVITr**171 SPECIAL',-NOTE:CONTACT CITY SECRETARY FOR CURRENT'COUNCILNAMES: 1C` • tiviikiiiiihnice SINGLE SIDEMDO MARINE GRADE•PLYWOOD'FINISHED WITH ALKYD`EMAMEL GLOSS WHITE- � mOMIT fuvR. COMPUTER CUT YINYL-AND.DIGITAL-PRINT S YEAR LIFEMINIMUM MATERIALS -au�somcwnE1 iOO116SIGN INSTALL ON TWO:4X4°TREATED POSTS DEPTIVS'1A_;OR SKID:MOUNTED.`AS SITE IiEO'D.. CLIENT APPROVAL 10/2014 01580-4 CITY OF PEARLAND PROJECT RECORD DOCUMENTS Section 01760 PROJECT RECORD DOCUMENTS 1.0 GENERAL 1.01 SECTION INCLUDES A Maintenance and Submittal of Record Documents and Samples. B References to Technical Specifications. 1 Section 01350—Submittals 2. Section 01770—Contract Closeout 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this and related.Sections under the provisions of Section 01350—Submittals. 1.04 MAINTENANCE OF DOCUMENTS AND SAMPLES A Maintain one copy of Record Documents at the Project Site in accordance with Section 00700 — General Conditions of Agreement, 3 02 "Keeping Plans and Specifications Accessible" B Store Record Documents and Samples in field office if a field office is required by Contract Documents, or in a secure location. Provide files,racks, and secure storage for Record Documents and Samples. C Label each document "PROJECT RECORD" in neat, large, printed letters. D Maintain Record Documents in a clean,dry,and legible condition. Do not use Record Documents for construction purposes. E Keep Record Documents.and Samples:available for inspection by Engineer 1.05 RECORDING A Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B Plans, Change Orders, and Shop Drawings. Legibly mark each item to record all actual construction, or "as built" conditions, including: 1 Measured horizontal locations and elevations of underground utilities and appurtenances, referenced to permanent surface improvements'. 07/2006 01760- 1 of 2 CITY OF PEARLAND 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. 3.0 EXECUTION A Deliver Record Documents and Samples to Owner in accordance with Section 01770— 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 Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CLOSEOUT PROCEDURES A Comply with Section 00700 — General Conditions of Agreement regarding Final Completion and Final Payment when Work is complete and ready for Engineer's final inspection. B Provide Record Documents under provisions of Section 01760 — Project Record Documents. C Complete or correct items on punch list,with no new items added. Any new items will be addressed during warranty 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 - Not Used 3.0 EXECUTION Contractor shall diligently pursue completion of the items and activities contained in the.Contract Close Out and Project Record Document sections of the project manual. Notwithstanding any performance of warranty work,the work of Contract Closeout shall be complete within thirty (30) days of the date of Final Completion and Acceptance of the work. END OF SECTION 09/2009 01770-2 of 2 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 2 TECHNICAL SPECIFICATIONS DIVISION 2 SITE WORK 07/2006 CITY OF PEARLAND SITTE 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 mdicated 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 disposmg 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 removmg and disposmg of cement stabilized shell base course,with or without asphalt surfacmg,is on a square yard basis. 3 Measurement for removing and disposing of concrete base and surfacmg 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. B Notify and coordmate 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 may be left in place unless it interferes with new work or is shown or specified to be removed. Piping less than 15 inches in diameter 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 mamtain the integrity of the grounding systems. 07/2006 02220-4 of 5 CITY OF PEARLAND SITE DEMOLITION C Remove poles and metermg equipment, if designated for removal on the Plans. Coordinate electrical removals with the power company, as necessary Verify that power is properly de-energized and disconnected. D Where shown or otherwise required, remove wiring in underground duct systems. Verify function of wiring before disconnecting and removing. Plug ducts which are not to be reused at entry to buildings. E Changes to electrical systems shall conform to applicable codes. 3.05 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. B Remove from the site all items contained in or upon the structure not designated for reuse or salvage in accordance with this Section and Section 01562—Waste Material Disposal. C Follow method of disposal as required by regulatory agencies. END OF SECTION 07/2006 02220-5 of 5 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS Section 02255 BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 1.0 GENERAL 1.01 SECTION INCLUDES A A reference source for materials used as embedment, backfill, back-dressing, and embankment,specified elsewhere in the Technical Specifications,and their associated material qualification testing requirements. B Source qualifications and handling of these materials. C Material use and application is specified on the Plans or in individual Technical Specifications referencing materials either by Material Classification or by Product Description. D References to Technical Specifications. 1 Section 03300—Cast-in-Place Concrete 2. Section 02910—Topsoil 3 Section 02252—Cement Stabilized Sand E Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM D 2487, "Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)" b ASTM C 142, "Standard Test Method for Clay Lumps and Friable Particles in Aggregates" c ASTM C 123, "Standard Test Method for Lightweight Particles in Aggregate" d. ASTM C 40, "Standard Test Method for Organic Impurities in Fine Aggregates for Concrete" e. ASTM C 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" f. ASTM D 1140, "Standard Test Methods for Amount of Material in Soils Finer the No 200 (70-urn) 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/Dlo - greater than 4 percent; amount passing No 200 sieve-less than or equal to 5 percent. 2. Class II. 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, lime or cement shall be considered suitable, unless otherwise indicated. C General Fill. Material that is free of stones greater than 3 inches,free of roots,waste, debris,trash,organic material,unstable material,non-soil matter,hydrocarbon or other contamination, conforming to the following limits for deleterious materials. 1 Clay lumps Less than 0.5 percent for Class I, and less than 2.0 percent for Class II, when tested in accordance with ASTM C 142. 2. Lightweight pieces Less than 5 percent when tested in accordance with ASTM C 123 3 Organic impurities No color darker than standard color when tested in accordance with ASTM C 40 D Random Fill. Soils defined by ASTM D 2487 as Class I, II, III, IV, or fat clay(CH), sand,gravel,or a combination,from excavation or borrow,which can be compacted to form stable embankments, and conforming to 1 Liquid Limit: 65 maximum, ASTM - D4318 2. Plasticity Index 0 minimum, 45 maximum, ASTM - D4318 3 Free from trash, vegetation, organic matter, large stones, hard lumps of earth and frozen, corrosive or perishable material. 4 Well broken up, free of clods greater than 6 inches, hard earth, rocks, and stones greater than 2-inch dimension. E Structural Fill. Soils defined by ASTM D 2487 as Class I,II,III,or IV,sand,gravel,or a combination, from excavation or borrow, which can be compacted to form stable embankments and fills conforming to 1 Liquid Limit: 45 maximum, ASTM D 4318 2. Plasticity Index. 12 minimum, 20 maximum, ASTM D 4318 3 Free from trash, vegetation, organic matter, large stones, hard lumps of earth and frozen, corrosive or perishable material. 4 Well broken up, free of clods greater than 6 inches, hard earth, rocks, and stones greater than 2-inch dimension. F Select Fill. Class III clayey gravel or sand or Class IV lean clay or clayey soils treated with lime or cement, and conforming to 07/2007 02255 -3 of 7 CITY OF PEARLAND 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 Pea Gravel. Durable particles composed of small, smooth,rounded stones or pebbles and graded within the following limits when tested in accordance with ASTM C 136 SIEVE PERCENT PASSING 1/2" 100 3/8" 85 to 100 No 4 10 to 30 No 8 0 to 10 No 16 0 to 5 N Crushed Aggregates. Crushed aggregates consist of durable particles obtained from an approved source and meeting the following requirements. 1 Materials of one product delivered for the same construction activity from a single source. 2. Non-plastic fines. 3 Los Angeles Abrasion Test wear not exceeding 45 percent when tested in accordance with ASTM C 131 4 Crushed aggregate shall have a minimum of 90 percent of the particles retained on the No.4 sieve with 2 or more crushed faces as determined by TxDOT Tex- 460-A, Part I. 5 Crushed stone: Produced from oversize plant processed stone or gravel,sized by crushing to predominantly angular particles from a naturally occurring single source. Uncrushed gravel are not acceptable materials for embedment where crushed stone is shown on the applicable utility embedment drawing details. 6. Crushed Concrete. Crushed concrete is an acceptable substitute for crushed stone as utility backfill. Gradation and quality control test requirements are the same as crushed stone. Provide crushed concrete produced from normal weight concrete of uniform quality; containing particles of aggregate and cement material, free from other substances such as asphalt, reinforcing steel fragments, soil, waste gypsum(calcium sulfate), or debris. 7 Gradations, as determined in accordance with TxDOT Tex-110-E. PERCENT PASSING BY WEIGHT FOR PIPE SIEVE EMBEDMENT BY RANGES OF NOMINAL PIPES SIZES >15" 15" - 8" <8" 1" 95 - 100 100 - 3/4" 60 - 90 90— 100 100 1/2" 25 - 60 - 90— 100 3/8" - 20—55 40- 70 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 3.0 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 uniformity 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 L 07/2007 02255-7 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES Section 02317 EXCAVATION AND BACKFILL FOR STRUCTURES 1.0 GENERAL 1.01 SECTION INCLUDES A Excavation, backfilling, and compaction of backfill for structures. B 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 Materials 7 Section 01570 -Trench Safety System 8 Section 01564 - Control of Ground Water and Surface Water 9 Section 02220 - Site Demolition 10 Section 02200—Site Preparation 11 Section 02252- Cement Stabilized Sand 12. Section 01562-Waste Material Disposal C 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 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" c. ASTM D 1556,"Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method" d. ASTM D 2922, "Standard Test Method for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth)" e. ASTM D 3017, "Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth)" 2. Occupational Safety and Health Administration (OSHA) 3 Texas Department of Transportation (TxDOT) a. Tex-101-E, Preparing Soil and Flexible Base Materials for Testing b Tex-110-E, Particle Size Analysis of Soils D Definitions. 1 Backfill - material meeting specified quality requirements, placed and compacted under controlled conditions around pavements, structures and utilities. 07/2006 02317- 1 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES 2. Foundation Backfill -natural soil or manufactured aggregate meeting Class I requirements and Geotextile fabrics as required to control drainage and material separation placed and compacted where needed to provide stable support for the structure foundation base. Foundation backfill may include crushed aggregate with filter fabric as required, cement stabilized sand, or concrete seal slab 3 Foundation Base - provides a smooth, level working surface for the construction of the concrete foundation. 4 Foundation Subgrade-the surface of the natural soil which has been excavated and prepared to support the foundation base or foundation backfill, where needed. 5 Over-Excavation - excavation of subgrade soils with unsatisfactory bearing capacity or composed of otherwise unsuitable materials below the foundation as shown on the Plans. 1.02 MEASUREMENT AND PAYMENT UNIT PRICES A Unless indicated as a Bid Item,no separate payment will be made for Excavation and Backfill for Structures under this Section. Include cost in Bid Items for construction of structures. B If Excavation and Backfill for Structures is included as a Bid Item,measurement will i 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 for each structure a work plan for excavation and backfill with a complete written description which identifies details of the proposed method of construction and the sequence of operations for construction relative to excavation and backfill activities. The descriptions, with supporting illustrations, shall be sufficiently detailed to demonstrate to the Engineer that the procedures meet the requirements of the Plans and Technical Specifications. C Submit product quality,material sources,and field quality information in accordance with this Section. D Submit field red lines documenting location of structures 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. 07/2006 02317-2 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES 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. 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. 2.02 EQUIPMENT A Perform excavation with equipment suitable for achieving the requirements of this Section. B Use equipment which will produce the degree of compaction specified. Backfill within 3 feet of walls shall be compacted with hand operated equipment. Do not use equipment weighing more than 10,000 pounds closer to walls than a horizontal distance equal to the depth of the fill at that time. Use hand operated power compaction equipment where use of heavier equipment is impractical or restricted due to weight limitations. 3.0 EXECUTION 3.01 PREPARATION A Employ a Trench Safety Plan as specified in Section 01570-Trench Safety Systems. B Install and operate necessary dewatenng and surface water control measures in accordance with requirements of Section 01564 - Control of Ground Water and Surface Water C Remove existing pavements and structures, including sidewalks and driveways, in accordance with requirements of Section 02220 - Site Demolition, as applicable. D Area shall be cleared and grubbed under the provisions of Section 02200 - Site Preparation prior to excavation. 07/2006 02317-3 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES E Strip and stockpile topsoil under the provisions of Section 02200- Site Preparation F Upon discovery of unknown utilities, badly deteriorated utilities not designated for removal, or concealed conditions, discontinue work. Notify Engineer and obtain instructions before proceeding in such areas. 3.02 EXCAVATION A Perform excavation work so that the underground structure can be installed to depths and alignments shown on Plans Drawings. Use caution during excavation work to avoid disturbing surrounding ground and existing facilities and improvements. Keep excavation to the absolute minimum necessary No additional payment will be made for excess excavation not authorized by Engineer B Avoid settlement of surrounding soil due to equipment operations, excavation procedures, vibration, dewatering, or other construction methods. C Prevent voids from forming outside of sheeting. Immediately fill voids with grout, concrete fill, cement stabilized sand, or other material approved by Engineer D After completion of the structure, remove sheeting, shoring, and bracing unless Engineer has approved in writing that such temporary structures may remain. Remove sheeting,shoring,and bracing in such a manner as to maintain safety during backfilling operations and to prevent damage to the Work and adjacent structures or improvements E Immediately fill and compact voids left or caused by removal of sheeting with cement stabilized sand or material approved by Engineer 3.03 DEWATERING A Maintain ground water control as directed by Section 01564 - Control of Ground Water and Surface Water and until the structure is sufficiently complete to provide the required weight to resist hydrostatic uplift with a minimum safety factor of 1.2. B Maintain the ground water surface a minimum of two feet below the bottom of the foundation base. 3.04 FOUNDATION EXCAVATION A Notify Engineer at least 48 hours prior to planned completion of foundation excavations. Do not place the foundation base until the excavation is accepted by the Engineer B Excavate to elevations shown on Plans Drawings,as needed to provide space for the foundation base, forming a level undisturbed surface, free of mud or soft material. Remove pockets of soft or otherwise unstable soils and replace with foundation backfill material or a material as directed by the Engineer Prior to placing material 07/2006 02317-4 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES over it,re-compact the subgrade,scarifying as needed,to 95 percent of the maximum Standard Proctor Density according to ASTM D 698. If the specified level of compaction cannot be achieved, moisture condition the subgrade and re-compact until 95 percent is achieved,over-excavate to provide a minimum layer of 24 inches of foundation backfill material, or other means acceptable to the Engineer C Fill unauthorized excessive excavation with foundation backfill material or other material as directed by the Engineer D Protect open excavations from rainfall, runoff, freezing groundwater, or excessive drying so as to maintain foundation subgrade in a satisfactory,undisturbed condition. Keep excavations free of standing water and completely free of water during concrete placement. E Soils which become unsuitable due to inadequate dewatering or other causes, after initial excavation to the required subgrade, shall be removed and replaced with foundation backfill material, as directed by Engineer, at no additional cost to the Owner F Place foundation base, or foundation backfill material where needed, over the subgrade on same day that excavation is completed to final grade. Where base of excavations are left open for longer periods,protect them with a seal slab or cement- stabilized sand. G Where directed by the Plans Drawings,all crushed aggregate,and other free draining Class I materials, shall have a Geo-textile filter fabric separating it from native soils or select material backfill. The fabric shall overlap a minimum of 12 inches beyond where another material stops contact with the soil. H Crushed aggregate, and other Class I materials, shall be placed in umform layers of 8-inch maximum thickness. Compaction shall be by means of at least two passes of a vibratory compactor 3.05 FOUNDATION BASE A After the subgrade is properly prepared, including the placement of foundation backfill where needed, the foundation base shall be placed. The foundation base shall consist of a 12-inch layer of crushed aggregate or cement stabilized sand. Alternately, a 4-inch minimum seal slab may be placed. The foundation base shall extend a minimum of 12 inches beyond the edge of the structure foundation. B Where the foundation base and foundation backfill are of the same material,both can be placed in one operation. 07/2006 02317-5 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES 3.06 BACKFILL A Complete backfill to surface of natural ground or to lines and grades shown on Plans Drawings. Use existing material that qualifies as select material, unless indicated otherwise. Deposit backfill in uniform layers and compact each layer as specified. B Do not place backfill against concrete walls or similar structures until laboratory test breaks indicate that the concrete has reached a minimum of 85 percent of the specified compressive strength. Where walls are supported by slabs or intermediate walls,do not begin backfill operations until the slab or intermediate walls have been placed and concrete has attained sufficient strength. C Remove concrete forms before starting backfill and remove shonng and bracing as work progresses. D Maintain fill material at no less than 2 percent below and no more than 2 percent above optimum moisture content. Place fill material in uniform 8-inch maximum loose layers. Compaction of fill shall be to at least 95 percent of the maximum Standard Proctor Density according to ASTM D 698 under paved areas. Compact to at least 90 percent around structures below unpaved areas. E Where backfill is placed against a sloped excavation surface, run compaction equipment across the boundary of the cut slope and backfill to form a compacted slope surface for placement of the next layer of backfill. F Place backfill using cement stabilized sand in accordance with Section 02252 - Cement Stabilized Sand. 3.07 FIELD QUALITY CONTROL A Tests will be performed initially on minimum of three different samples of each material type for plasticity characteristics,in accordance with ASTM D 4318,and for gradation characteristics, in accordance with TxDOT Tex-101-E and Tex-110-E. Additional classification tests will be performed whenever there is a noticeable change in material gradation or plasticity B In-place density tests of compacted subgrade and backfill will be performed according to ASTM D 1556, or ASTM D 2922 and ASTM D 3017, and at the following frequencies and conditions 1 A minimum of one test for every 100 cubic yards of compacted backfill material. 2. A minimum three density tests for each full work shift. 3 Density tests will be performed in all placement areas. 4 The number of tests will be increased if inspection determines that soil types or moisture contents are not uniform or if compacting effort is variable and not considered sufficient to attain uniform density 07/2006 02317-6 of 7 CITY OF PEARLAND EXCAVATION AND BACKFILL FOR STRUCTURES C At least three tests for moisture-density relationships will be initially performed for each type of backfill material in accordance with ASTM D 698 Additional moisture-density relationship tests will be performed whenever there is a noticeable change in material gradation or plasticity D If tests indicate work does not meet specified compaction requirements,recondition, re-compact, and retest at Contractor's expense. 3.08 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. 3.09 PROTECTION OF THE WORK A Maintain excavation and embankment areas until start of subsequent work. Repair and re-compact'slides,washouts,settlements,or areas with loss of density at no cost to the Owner B Prevent erosion at all times. Do not allow water to pond in excavations. 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 07/2006 02317-7 of 7 CITY OF PEARLAND WATER MAINS Section 02510 WATER MAINS 1.0 GENERAL 1.01 SECTION INCLUDES A. Installation of water mains, including valves, fire hydrants, wet connections, cut and plug of mains, disinfection, and hydrostatic testing for pipelines. B References to Technical Specifications 1 Section 01200 - Measurement and Payment Procedures 2. Section 01350 - Submittals 3 Section 02514 - Fire Hydrant Assembly 4 Section 03300 - Cast-in-Place Concrete 5 Section 02512 -Polyethylene Wrap 6 Section 02417 -Augering Pipe for Water Lines 7 Section 02515 - Water Tap and Service Line Installation 8 Section 02318 -Excavation and Backfill for Utilities 9 Section 02980 -Pavement Repair r 10 Section 01450 - Testing Laboratory Services 11 Section 02634 - Ductile Iron Pipe and Fittings C Referenced Standards 1 Texas Commission on Environmental Quality(TCEQ) 2. American Water Works Association(AWWA) 3 American Society for Testing and Materials (ASTM) 1.02 MEASUREMENT AND PAYMENT A. Measurement for water mains open cut or augered, with or without casing, is on a linear foot basis for each size of pipe installed. Mains Measure along axis of pipe and include fittings and valves. Branch Pipe. Measure from axis of main to end of branch. B Refer to Section 01200—Measurement and Payment Procedures. 1.03 QUALITY ASSURANCE A. Regulatory Requirements 1 Pipe shall bear Underwriter's Laboratories(UL)or Factory Mutual(FM)label. 6/2014 02510- 1 of 22 CITY OF PEARLAND WATER MAINS 2. Pipe material acceptable without penalty to State's community fire insurance rating agency 3 System acceptable to City and TCEQ 4 Bacteriological disinfection acceptable to local health officials and Texas Department of Health, and TCEQ 5 Water taps and draw off lines in compliance with local municipal specifications and regulations. 1.04 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Product Data. 1 Obtain from pipe manufacturer installation instructions,manuals,and printed recommendations, except for Owner furnished pipe 2. Retain product data on job site for reference. 3 Submit certified record of tests of pipe, fittings, or valves upon request of Engineer 4 Submit hydrant manufacturer flow and friction loss curve. C Samples 1 Notify City when system is pressure tested and disinfected. City will take all samples for bacteriological testing as required by TCEQ 1.05 PRODUCT HANDLING A. Deliver pipe to trench in sound, undamaged condition. B Cut pipe neatly avoiding sharp, ragged, or unbeveled,plain ends and do not damage lining by cutting. C Remove damaged or rejected materials from project site. 1.06 ENVIRONMENTAL REQUIREMENTS A. Do not lay pipe when it is raining or when trench is muddy, soft,or contains standing water B 6/2014 02510-2 of 22 CITY OF PEARLAND WATER MAINS 2.0 PRODUCTS 2.01 POLYVINYL CHLORIDE (PVC)PRESSURE PIPE A. Conform to requirements of Section 02534-PVC Pipe. All pipe used for water mains shall be blue. 2.02 HIGH DENSITY POLYETHYLENE A. Conform to requirements of Section 02532W -HDPE 2.03 STEEL PIPE AND FITTINGS FOR LARGE DIAMETER WATER LINES A. Conform to requirements of Section 02513 - Steel Pipe and Fittings for Large Diameter Water Lines. 2.04 DUCTILE IRON PIPE AND FITTINGS A. Conform to requirements of Section 02634 -Ductile Iron Pipe and Fittings. 2.05 FIRE HYDRANTS A. Conform to requirements of Section 02514 -Fire Hydrant Assembly 2.06 VALVES A. General Conform to requirements of Section 02541 — Water and Wastewater Line Valves. 1 Manual operators a. Provide hand wheel manual operators for in-plant valves. b Equip buried valves with 2 in. square operating nuts. 2. Furnish no less than one operating key with each lot of 10 buried valves with nut operators. 3 Rotation. a. Direction. OPEN COUNTERCLOCKWISE (OPEN LEFT). 4 Shop coating: a. Shop coat ferrous metal surfaces of valves both interior and exterior for corrosion protection. b Protect internal and external iron surfaces of valves with coating of 4 mils of two-part thermosetting epoxy. AWWA C 550 5 Working and test pressures a. Valves 2 in. through 12 in. 200 psi working pressure, 400 psi hydrostatic test pressure. b Valves 14 in.through 36 in. 150 psi working pressure, 300 psi hydrostatic test pressure. 6/2014 02510-3 of 22 CITY OF PEARLAND WATER MAINS B Gate Valves (2 in. Through 36 in.) 1 Buried valves a. Comply with AWWA C500,non-rising stem(NRS), resilient wedge. b Epoxy-coated ductile iron body and bonnet, inside screw c. Bronze. Seat and disc rings, stem and mountings, and disc wedges. d. "0" ring sealed stem and 2 in. square operating nut. e. Valves 2 in. through 12 in. Vertical type without by-passes. f. Valves 16 in.through 36 in. Horizontal type with enclosed steel bevel gears resilient wedge, standard size by-pass valves. g. Stuffing box and bonnet bolts and nuts to be 304 stainless steel. h. Install in section of horizontal pipe i. Mechanical joint ends with gasket complying with AWWA C 111 j Acceptable product: 1) East Jordan, American Flow Control, Mueller Co "A-2380 - Series" C Tapping Valves and Tapping Sleeves 1 Tapping sleeves shall be solid stainless steel and valves shall conform with all others as mentioned above. D Valve Boxes 1 Cast iron,threaded screw extension sleeve type,adjustable suitable for depth of cover over pipe, with base and cover 2. 3/16 in. thick, 5 in. diameter minimum. 3 Provide with suitable cast iron bases and covers. 4 Covers Cast name designating type of service, e.g., "WATER" for water service. 2.07 RELATED MATERIALS A. Concrete As specified in Section 03300—Cast-in-Place Concrete. 6/2014 02510-4 of 22 CITY OF PEARLAND WATER MAINS B Meter Box. 1 Cast iron to Owner's dimensions ASTM A 48 C The service line between Curb stop and Corporation Stop shall be CTS Polyethylene, SDR—9 D Corporation and Curb Stops and Fittings ASTM B 62,NSF 61 lead free 3.0 EXECUTION A. Conform to requirements in Section 02534 -PVC Pipe, Section 02634-Ductile Iron Pipe and Fittings, Section 02532W—HDPE, Section 02635 Steel Pipe and Fittings, and Section 02513 - Steel Pipe and Fittings for Large Diameter Water Lines. 3.02 PREPARATION A. Thoroughly clean pipe interiors of foreign matter before being lowered into trench. B Clean hydrant and valve interiors of foreign matter before installation. C Employ workmen who are skilled and experienced in laying pipe of type and joint configuration being furnished. Provide watertight pipe and pipe joints. D Lay pipe to lines and grades shown on Drawings and Details. E. If asbestos-cement (A.C ) pipe is encountered, follow safety practices outline in American Water Works Association's publication, "Work Practices for A/C Pipe" Strictly adhere to "recommended practices" contained in this publication and make them"mandatory practices"for this project. F For pipe diameters 36 inches and greater,clearly mark each section of pipe and fitting with unique designation on inside of pipe along with pressure class. Locate unique identifying mark minimum of five feet away from either end of each section of pipe. Provide one unique identifying mark in middle of each fitting. Place markings at consistent locations. Use permanent black paint and minimum letter height of 4 inches to mark designations. G Contractor is responsible for assuring chosen manufacturer fulfills requirements for extra fittings and,therefore,is responsible for costs due to downtime if requirements are not met. 3.03 INSTALLATION A. Inspection. 1 Carefully examine each piece of pipe for soundness and specifications compliance after delivery at trench before placing m trench. 6/2014 02510-5 of 22 CITY OF PEARLAND WATER MAINS 2. Remove rejected pipe and fittings from site of work and replace with sound pipe. 3 Pipe and fittings will be rejected because of any of the following: a. Cracks in pipe or fittings. b Damaged or cracked ends. c. Damaged gaskets or gasket grooves. d. Less than minimum wall thickness. e. Defects and deformations. B Cleaning: 1 Clean interior of pipe and fittings of foreign matter before laying. 2. Keep interiors and ends clean during installation. 3 Keep joint contact surfaces clean during installation. 4 Take precautions to prevent foreign material from entering pipe during installation. 5 Do not place rubbish,tools, rags, or other materials in pipe. 6. Whenever pipe laying is stopped,place plugs in uncompleted ends of pipe. C Installation. 1 Install pipe, couplings, and fittings in accordance with pipe manufacturer's recommendations. Conform to applicable installation specifications for types of pipes use. 2. Install gaskets and lubricants as recommended by manufacturer 3 Full length of each barrel of pipe shall rest solidly on pipe bed with recesses excavated to accommodate bells and joints. 4 Take up and relay pipe that has grade or joint disturbed. 5 Do not joint pipe with water in trench. 6 Keep water out of trench until jointing is completed. 7 Do not lay water pipe closer than 10 ft. horizontally from sanitary sewer 8 Do not locate joints at cross-overs with sanitary sewers closer than 9 ft. from cross-over point. 6/2014 02510-6 of 22 CITY OF PEARLAND WATER MAINS 9 Where water lines cross sanitary sewers,construct in accordance with the City of Pearland Engineering Design Criteria Manual for water line or TCEQ standards whichever is more stringent 10 Where pipe ends are left for future connections, install valve and plug or cap end. Forty feet minimum line section required between valve and plug or cap end. 11 Install concrete thrust blocking at bends and tees and at ends of lines to provide adequate reaction backing. 12. Lay not more than 100 feet of pipe in trench ahead of backfilling operations. 13 Dig trench proper width as shown in details. When trench width below top of pipe becomes 4 feet wider than specified, install higher class of pipe or improved bedding,as determined by Engineer No additional payment will be made for higher class of pipe or improved bedding. 14 Use adequate surveying methods and equipment;employ personnel competent in use of this equipment. Horizontal and vertical deviations from alignment as indicated on Drawings shall not exceed 0 10 feet. Measure and record "as built"horizontal alignment and vertical grade at maximum of every 100 feet on record drawings. 15 Before assembling couplings,lightly coat pipe ends and outside of gaskets per manufacturer's specification. 16 Prevent damage to coating when placing backfill. Use backfill material free of large rocks or stones, or other material which could damage coatings. D Setting Valves,Valve Boxes and Fire Hydrants 1 Set plumb 2. Center valve boxes on valves. 3 Where feasible, locate valves outside area of roads and streets. 4 Carefully tamp back fill around each valve box to distance of 4 ft. on all sides or to undisturbed trench face if less than 4 ft. 5 Set hydrants at elevation so that connecting pipe will not have less cover than mains. 6 Set hydrants on concrete pad. 7 Depth of bury of hydrant is defined as distance from bottom of inlet pipe to ground line. 6/2014 02510-7 of 22 CITY OF PEARLAND WATER MAINS 8 Place concrete thrust block back of hydrant opposite pipe connections set against vertical face of trench to prevent from blowing off line. 9 Use 5/8 in. stock stainless steel bridle rods and rod collars. 10 Place not less than 5 cu. ft. of broken stone around base of hydrant to ensure drainage. 11 Compact backfill to grade in accordance with specification section 02318 — Excavation and Backfill for Utilities 12. Tighten stuffing boxes. 13 Test hydrant and valve in opened and closed position to ensure that parts are in working condition. E. Joints and Jointing: 1 Rubber Gasketed Bell-and-Spigot Joints for PVC,Steel,and Ductile Iron Pipe: 2. a.After rubber gasket is placed in spigot groove of pipe,equalize rubber gasket cross section by inserting tool or bar recommended by manufacturer under rubber gasket and moving it around periphery of pipe spigot. b Lubricate gaskets per manufacturer's specification. c.Fit pipe units together in manner to avoid twisting or otherwise displacing or damaging rubber gasket. d.After pipe sections are joined,check gaskets to ensure that no displacement of gasket has occurred.If displacement has occurred,remove pipe section and remake joint as for new pipe. Remove old gasket, inspect for damage and replace if necessary before remaking joint. e.Where preventing movement of 16-inch diameter or greater pipe is necessary due to thrust, use restrained joints as shown on Drawings. 1) Include buoyancy conditions for soil unit weight when computing thrust restraint calculations. 2) Do not include passive resistance of soil in thrust restraint calculations. f Except for PVC pipe, provide means to prevent full engagement of spigot _ into bell as shown on Drawings. Means may consist of wedges or other types of stops as approved by Engineer 6/2014 02510-8 of 22 CITY OF PEARLAND WATER MAINS 2. Flanged Joints where required on Ductile Iron Pipe, or Steel Pipe a. AWWA C 207 Prior to installation of bolts, accurately center and align flanged joints to prevent mechanical prestressing of flanges,pipe and equipment. Align bolt holes to straddle vertical, horizontal or north-south center line.Do not exceed 3/64 inch per foot inclination of flange face from true alignment. b Use full-face gaskets for flanged joints. Provide 1/8-inch-thick cloth inserted rubber gasket material. Cut gaskets at factory to proper dimensions. c Use stainless steelnuts and bolts to match flange material.Use stainless steelnuts and bolts underground.Tighten bolts progressively to prevent unbalanced stress. Maintain at all times approximately same distance between two flanges at points around flanges.Tighten bolts alternately (180°apart)until all are evenly tight.Draw bolts tight to ensure proper seating of gaskets. d. Full length bolt isolating sleeves and washers shall be used with flanged connections. ‘, e. For in-line flange joints 30 inches in diameter and greater and at butterfly valve flanges, provide Pyrox G-10 with nitrite seal, conforming to ANSI A 21 11 mechanical joint gaskets. For in-line flange joints sized between 12 inches in diameter and greater and 24 inches in diameter and smaller,provide Phenolic PSI with nitrite seal gasket conforming to ANSI A 21 11 mechanical joint gaskets. 3 Welded Joints (Steel Pipe) a. Prior to starting work,provide certification of qualification for welders employed on project for type of work procedures and positions involved. b Joints AWWA C 206 Full-fillet, single lap-welded slip-type either inside or outside, or double butt-welded type; use automatic or hand welders, completely penetrate deposited metal with base metal, use filler metal compatible with base metal, keep inside of fittings and joints free from globules of weld metal which would restrict flow or become loose. Do not use mitered joints. For interior welded joints, complete backfilling before welding. For exterior field-welded joints, provide adequate working room under and beside pipe. Use exterior welds for 30-inch and smaller 6/2014 02510-9 of 22 CITY OF PEARLAND WATER MAINS c. Furnish welded joints with trimmed spigots and interior welds for 36- inch and larger pipe. d. Bell-and-spigot,lap-welded slip joints.Deflection may be taken at joint by pulling joint up to 3/4 inch as long as 1 %2 inch minimum lap is maintained. Spigot end may be miter cut to take deflections up to 5 degrees as long as joint tolerances are maintained. Miter end cuts of both ends of butt-welded joints may be used for joint deflections of up to 5 degrees. e. Align piping and equipment so that no part is offset more than 1/8 inch. Set fittings and joints square and true, and preserve alignment during welding operation. For butt welded joints, align abutting ends to minimize offset between surfaces. For pipe of same nominal wall thickness, do not exceed 1/16 inch offset. Use line-up clamps for this purpose; however,take care to avoid damage to linings and coatings. f. Protect epoxy or cement lining during welding by draping an 18-inch wide strip of heat resistant material over top half of pipe on each side of lining holdback to avoid damage to lining by hot splatter Protect tape coating similarly if external welding is required. g. Welding rods Compatible with metal to be welded to obtain strongest bond, E-7018 Root or"Stringer"pass shall be performed with 6011 rods and Filler and Cap shall be done using 7018 rods. h. Deposit metal in successive layers to provide at least 2 passes or beads for automatic welding and 3 passes or beads for manual welding in completed weld. i. Deposit no more than 1/4 inch of metal on each pass.Thoroughly clean each individual pass with wire brush or hammer to remove dirt,slag or flux. Do not weld under weather condition that would impair strength of weld, such as wet surface, rain or snow, dust or high winds, unless work is properly protected. k. Make tack weld of same material and by same procedure as completed weld. Otherwise,remove tack welds during welding operation. 1. Remove dirt,scale,and other foreign matter from inside piping before tying in sections, fittings, or valves. m. Welded Joints for Large Diameter Water Lines 6/2014 02510- 10 of 22 CITY OF PEARLAND WATER MAINS 1) Furnish pipe with trimmed spigots and interior welds for 36 -, inch and larger pipe. 2) Use exterior welds for 30 inch and smaller 3) Only one end may be miter cut.Miter end cuts of both ends of butt-welded joints may be used for joint deflections of up to 2 %2 degrees. 4) For large diameter water lines,employ an independent certified testing laboratory, approved by Engineer, to perform weld acceptance tests on welded joints. Include cost of such testing and associated work to accommodate testing in contract unit price bid for water line. Furnish copies of test reports to Engineer for review Engineer has final decision as to suitability of welds tested. A) Weld acceptance criteria. i) Cracking. ii) Lack of fusion/penetration. iii) Slag which exceeds one-third (t) where (t) quals material thickness. iv) Porosity/Relevant rounded indications greater than 3/16 inch, rounded indication is one of circular or elliptical shape with length equal to or less than three times its width. v) Relevant linear indications in which length of linear indication exceeds three times its width. vi) Four or more relevant 1/16 inch rounded indications in line separated by 1/16 inch or less edge to edge. n. After pipe is joined and prior to start of welding procedure, make spigot and bell essentially concentric by jacking, shimming or tacking to obtain clearance tolerance around periphery of joint except for deflected joints. o Furnish each welder employed steel stencil for marking welds,so work of each welder can be identified. Mark pipe with assigned stencil adjacent to weld. When welder leaves job, stencil must be voided and not duplicated.Welder making defective welds must discontinue work and leave project site. Welder may return to project site only after recertification p Provide cylindrical corrosion barriers for epoxy lined steel pipe 24 inch diameter and smaller,unless minimum wall thickness is 0.5 inches or greater 6/2014 02510- 11 of 22 CITY OF PEARLAND WATER MAINS 1) In additional to welding requirements contained herein Paragraph 3 06, conform to protection fitting manufacturer's installation recommendations. 2) Provide services of technical representative of manufacturer available on site at beginning of pipe laying operations. Representative to train welders and advise regarding installation and general construction methods. Welders must have 12 months prior experience installing protection fittings. 3) All steel pipe is to have cutback 3/4 inch to no greater than 1 inch of internal diameter coating from weld bevel. 4) Furnish steel fittings with cylindrical corrosion barriers with shop welded extensions to end of fittings. Extension length to measure no less than diameter of pipe. Shop apply lining in accordance with AWWA C210 or AWWA C213 5) All steel pipe receiving field adjustments are to be cold cut using standard practices and equipment. No cutting using torch is to be allowed. 4 Restrained Joints a. For existing water lines and water lines less than 16 inches in diameter, restrain pipe joints with concrete thrust blocks. b Thrust restraint lengths shown on Drawings are minimum anticipated lengths. These lengths are based on deflections indicated for large diameter lines and ductile iron pipe for small diameter lines. Adjustments in deflections or use of other pipe material may result in reduction or increase of thrust lengths. Perform calculations by pipe manufacturer to verify proposed thrust restraint lengths. Submit calculations for all pipe materials sealed by a registered Professional Engineer in State of Texas for review by Engineer Make adjustments in thrust restraint lengths at no additional cost to City c Passive resistance of soil will not be permitted in calculation of thrust restraint. d. For 16 inch lines and larger use minimum 16 foot length of pipe in and out of joints made up of beveled pipe where restraint joint lengths are not identified on Drawings. Otherwise, provide restraint joints for a minimum length of 16 feet on each side of beveled joints. e. Installation. 6/2014 02510- 12 of 22 CITY OF PEARLAND WATER MAINS 1) Install restrained joints mechanism in accordance with manufacturer's recommendations. 2) Examine and clean mechanism, remove direct, debns and other foreign material. 3) Apply gasket and joint NSF 61 FDA per manufacturer's specification. 4) Verify gasket is evenly seated. 5) Do not over stab pipe into mechanism f. Prevent any lateral movement of thrust restraints throughout pressure testing and operation. g. Place 2500 psi concrete conforming to Section 03315 - Concrete for Utility Construction, for blocking at each change in direction of existing water lines, to brace pipe against undisturbed trench walls. Finish placement of concrete blocking, made from Type I cement, 4 days prior to hydrostatic testing of pipeline. Test may be made 2 days after completion of blocking if Type II cement is used. 5 Joint Grout(Steel Pipe) a. Mix cement grout mixture by machine except when less than 1/2 cubic yard is required. When less than 1/2 cubic yard is required,grout may be hand mixed. Mix grout only in quantities for immediate use. Place grout within 20 minutes of mixing. Discard grout that has set. Retempering of grout by any means is not permitted. b Prepare grout in small batches to prevent stiffening before it is used. Do not use grout which has become so stiff that proper placement cannot be assured without retempering. Use grout for filling grooves of such consistency that it will adhere to ends of pipe. c. Surface Preparation. Remove defective concrete, laitance, dirt, oil, grease and other foreign material from concrete surfaces with wire brush or hammer to sound, clean surface. Remove rust and foreign materials from metal surfaces in contact with grout. 6/2014 02510- 13 of 22 CITY OF PEARLAND WATER MAINS d. Follow established procedures for hot and cold weather concrete placement. e. Complete joint grout operations and backfillmg of pipe trenches as closely as practical to pipe laying operations. Allow grouted exterior joints to cure at least 1 hour before compacting backfill. f. Grouting exterior joint space: Hold wrapper in place on both sides of joint with minimum 5/8-inch-wide steel straps or bands. Place no additional bedding or backfill material on either side of pipe until after grout band is filled and grout has mechanically stiffened. Pull ends of wrapper together at top of pipe to form access hole. Pour grout down one side of pipe until it rises on other side. Rod or puddle grout to ensure complete filling of joint recess.Agitate for 15 minutes to allow excess water to seep through joint band. When necessary, add more grout to fill joint completely Protect gap at top of joint band from backfill by allowing grout to stiffen or by covering with structurally protective material. Do not remove band from joint. Proceed with placement of additional bedding and backfill material. g. Interior Joints for Pipe 24 inches and Smaller Circumferentially butter bell with grout prior to insertion of spigot,strike off flush surplus grout inside pipe by pulling filled burlap bag or inflated ball through pipe with rope. After joint is engaged, finish off joint grout smooth and clean. Use swab approved by Project Manager for 20-inch pipe and smaller h. Protect exposed interior surfaces of steel joint bands by metallizing,by other approved coatings,or by pointing with grout.Joint pointing may be omitted on potable water pipelines if joint bands are protected by zinc metalizing or other approved protective coatings. i. Remove and replace improperly cured or otherwise defective grout. j Strike off grout on interior joints and make smooth with inside diameter of pipe. k. When installed in tunnel or encasement pipe and clearance within casing does not permit outside grout to be placed in normal manner, apply approved flexible sealer,such as Flex Protex or equal,to outside joint prior to joint engagement. Clean and prime surfaces receiving sealer in accordance with manufacturer's recommendations. Apply sufficient quantities of sealer to assure complete protection of steel in 6/2014 02510- 14 of 22 CITY OF PEARLAND WATER MAINS joint area. Fill interior of joint with grout in normal manner after joint closure. 1. Interior Joints for Water Lines 30 inches and Larger Clean joint space, wet joint surfaces,fill with stiff grout and trowel smooth and flush with inside surfaces of pipe using steel trowel so that surface is smooth. Accomplish grouting at end of each work day Obtain written acceptance from Project Engineer of inside joints before proceeding with next day's pipe laying operation. During inspection, insure no delamination of joint mortar has occurred by striking joint mortar lining with rubber mallet. Remove and replace delaminated mortar lining. m. Work which requires heavy equipment to be over water line must be completed before mortar is applied to interior joints n. Do not apply grout to joints that are out of tolerance until acceptable repairs are made. 6 Large Diameter Water Main Joint Testing: In addition to testing individual joints with feeler gauge approximately 1/2 inch wide and 0 015-inch thick,use other joint testing procedure approved or recommended by pipe manufacturer which will help ensure watertight installation prior to backfilling.Perform tests at no additional cost to City 7 Make curves and bends by deflecting joints or other method as recommended by manufacturer and approved by the Engineer Submit details of other methods of providing curves and bends which exceed manufacturer's recommended deflection prior to installation. a. Deflection of pipe joints shall not exceed maximum deflection recommended by pipe manufacturer, unless otherwise indicated on Drawings. b If deflection exceeds that specified but is less than 5 percent, repair entire deflected pipe section such that maximum deflection allowed is not exceeded. c. If deflection is equal to or exceeds 5 percent from that specified, remove entire portion of deflected pipe section and install new pipe. d. Replace, repair, or reapply coatings and linings as required. e. Assessment of deflection may be measured by the Engineer at location along pipe. Arithmetical averages of deflection or similar average measurement methods will not be deemed as meeting intent of standard. 6/2014 02510- 15 of 22 CITY OF PEARLAND WATER MAINS f. When rubber gasketed pipe is laid on curve, join pipe in straight alignment and then deflect to curved alignment. 8 Closures Sections and Approved Field Modifications to Steel Pipe and Fittings. a. Apply welded-wire fabric reinforcement to interior and extenor of exposed interior and exterior surfaces greater than 6 inches in diameter Welded-wire fabric minimum W1, maximum spacing 2 inches by 4 inches, 3/8 inch from surface of steel plate or middle third of lining or coating thickness for mortar thickness less than 3/4 inch. b Fill exposed interior and exterior surfaces with nonshrink grout. c. For pipe diameters 36 inches and greater, perform field welds on interior and exterior of pipe. d. For large diameter water lines,provide muumum overlap of 4 mches of butt strap over adjacent piece on butt-strap closures. F Cathodic Protection Appurtenances 1 Where identified on Drawings,modify pipe for cathodic protection as detailed on Drawings and specified. Unless otherwise noted, provide insulation kits including test stations at connections to existing water system or at locations to isolate one type of cathodic system from another type, between water line, access manhole piping and other major openings in water line,or as shown on Drawings. 2. Bond joints for pipe installed in tunnel or open cut, except where insulating flanges are provided. Weld strap or clip between bell and spigot of each joint or as shown on Drawings. No additional bonding required where joints are welded for thrust restraint.Repair coatings as specified by appropriate AWWA standard, as recommended by manufacturer,and as approved by the Engineer 3 Bonding Strap or Clip Free of foreign material that may increase contact resistance between wire and strap or clip 6/2014 02510- 16 of 22 CITY OF PEARLAND WATER MAINS G Anchorage of Fittings 1 Anchor tees, elbows and plugs in water mains with concrete thrust blocks. 2. Place blocks so that joints will be accessible for inspection and repair H. Handling• 1 Place pipe along project site where storm water or other water will not enter or pass through pipe. 2. Load, transport, unload, and otherwise handle pipe and fittings to prevent damage of any kind. Handle and transport pipe with equipment designed, constructed and arranged to prevent damage to pipe,lining and coating.Do not permit bare chains, hooks, metal bars, or narrow skids or cradles to come in contact with coatings. Where required, provide pipe fittings with sufficient interior strutting or cross bracing to prevent deflection under their own weight. 3 Hoist pipe from trench side into trench by means of sling of smooth steel cable, canvas, leather, nylon or similar material. 4 For large diameter water lines, handle pipe only by means of sling of canvas, leather,nylon,or similar material. Sling shall be minimum 36 inches in width. Do not tear or wrinkle tape layers. 5 Use precautions to prevent injury to pipe,protective linings and coatings. a. Package stacked pipe on timbers.Place protective pads under banding straps at time of packaging. b Pad fork trucks with carpet or other suitable material.Use nylon straps around pipe for lift when relocating pipe with crane or backhoe. c. Do not lift pipe using hooks at each end of pipe. d. Do not place debris,tools, clothing, or other materials on pipe 6 Repair damage to pipe or protective lining and coating before final acceptance. 7 For cement mortar line and coated steel pipe,permit no visible cracks longer than 6 inches,measured within 15 degrees of line parallel to pipe longitudinal axis of finished pipe, except: a. In surface laitance of centrifugally cast concrete b In sections of pipe with steel reinforcing collars or wrappers. c. Within 12 inches of pipe ends. 6/2014 02510- 17 of 22 CITY OF PEARLAND WATER MAINS 8 Reject pipe with visible cracks (not meeting exceptions) and remove from project site I. Cleaning: Thoroughly clean and dry interior of pipe and fittings of foreign matter before installation, and keep interior clean until Work has been accepted. Keep joint contact surfaces clean until jointing is completed.Do not place debris,tools,clothing or other materials in pipe. After pipe laying and joining operations are completed, clean inside of pipe and remove debris. J Inspection. Before installation, inspect each pipe and fitting for defects. Reject defective, damaged or unsound pipe and fittings and remove them from site. 3.04 WET CONNECTIONS A. Definitions 1 Wet connections consist of isolating sections of pipe to be connected with installed valves,draining the isolated sections,and completing the connections. 2. Connection of 2 inch or smaller lines,which may be referred to on Plans as "2 inch standard connections"or"gooseneck connections"will be measured as 2" wet connections. This item is not to be used as any part of a 2-inch service line. B Materials 1 Corporation stops and saddles shall conform to requirements of Section 02515- Water Tap and Service Line Installation. 2. Valves shall conform to requirements of Section 02541 — Fire Hydrant Assembly 3 Brass fittings shall conform to requirements of AWWA C800 C Execution. 1 Plan wet connections in such manner and at such hours as to least inconvenience public. Notify Public Works Department at least 48 hours in advance of making connections. 2. DO NOT OPERATE VALVES ON MAINS IN USE BY OWNER.Owner will handle, at no cost to Contractor,all operations involving opening and closing valves for wet connections. 3 Conduct connection operations when Inspector is at job site. Connection work shall progress without interruption until complete, once existmg mains have been cut or plugs have been removed for making connections. 6/2014 02510- 18 of 22 CITY OF PEARLAND WATER MAINS D 2-Inch Wet Connections 1 Tap water main. Provide and install corporation stops,saddles,as required for line and grade adjustment; and brass fittings necessary to adapt to existing main. Provide one Corporation Stop at main line and one Curb Stop at meter The service line between Curb Stop and Corporation Stop shall be CTS Polyethylene, SDR-9 3.05 CUT,PLUG AND ABANDONMENT OF MAINS A. Materials 1 Concrete for thrust blocks Class B conforming to requirements of Section 03305 2. Plugs and clamps shall be suitable for type of pipe to be plugged. B Execution. 1 Do not begin cut,plug and abandonment operations until replacement main has been constructed, disinfected, and tested, and all service lines have been transferred to replacement main. 2. Install plug, clamp, and concrete thrust block and make cut at location shown on Plans. 3 Main to be abandoned shall not be valved off and shall not be cut or plugged other than at supply main or as shown on Plans. 4 After main to be abandoned has been cut and plugged,check for other sources feeding abandoned main. If sources are found, notify Engineer immediately Cut and plug abandoned main at point of other feed as directed by Engineer 5 Plug or cap all ends or openings in abandoned main in an acceptable manner approved by Engineer 6 Remove and dispose of all surface identifications such as valve boxes and fire hydrants. Valve boxes in improved streets,other than shell,may be poured full of concrete after removing cap 7 Backfill all excavations in accordance with Section 02318 —Excavation and Backfill for Utilities. 8 Repair all street surfaces in accordance with Section 02980—Pavement Repair 6/2014 02510- 19 of 22 CITY OF PEARLAND WATER MAINS 3.06 HYDROSTATIC TESTING A. Hydrostatically test all new water pipelines for liquids before connecting to water distribution system. B Pipelines shall be tested in lengths between valves, or plugs, of not more than 1,500 feet unless greater length is approved by Engineer C Conduct hydrostatic tests in presence of Engineer D Preparation. 1 Disinfect water system pipelines prior to hydrostatic testing. E. Test Procedures. 1 Furnish,install,and operate connections,pump,meter and gages necessary for hydrostatic testing. 2. Allow pipeline to sit minimum of 24 hours from time it is initially disinfected until testing begins, to allow pipe wall or lining material to absorb water Contractor should be aware that periods of up to 7 days may be required for mortar lining to become saturated. 3 Expel all air and apply a minimum test pressure of 125 psi or 150 psi as directed by Engineer 4 Maintain test pressure for 8 hours. If a large quantity of water is required to maintain pressure during test,testing shall be discontinued until cause of water loss is identified and corrected. F Allowable Leakage for Water Mains 1 During hydrostatic tests,no leakage will be allowed for sections of water mains consisting of welded joints. 2. Maximum allowable leakage for water mains with rubber gasketed joints 11 65 gallons per inch nominal diameter per mile of pipe per 24 hours while testing at the required pressure. G Correction for Failed Tests 1 Repair all joints showing visible leaks on surface regardless of total leakage shown on test. Check all valves and fittings to ensure that no leakage occurs that could affect or invalidate test. Remove any cracked or defective pipes, fittings and valves discovered during pressure test and replace with new items. 2. Repeat test until satisfactory results are obtained. 6/2014 02510-20 of 22 CITY OF PEARLAND WATER MAINS 3.07 DISINFECTION A. All waterlines constructed shall be promptly disinfected before any tests are conducted on waterlines and before waterlines are connected to water distribution system. B Water for disinfection and flushing will be furnished without charge to Contractor C Preparation. 1 Furnish all required temporary blind flanges,cast-iron sleeves,plugs,and other items needed to facilitate disinfection of new mains prior to connecting them to water distribution system. Normally,each valved section of waterline requires two each 3/4-inch taps. A 2-inch minimum blow-off is required for waterlines up to and including 6-inch diameter 2. .Fire hydrants shall be used as blow-offs to flush newly constructed waterlines 8-inch diameter and above. Where fire hydrants are not available on waterlines, locations and designs for blow-offs shall be as indicated on Plans. Install temporary blow-off valves and remove promptly upon successful completion of disinfection and testing. Abandon by turning off corp and using a stainless steel cap 3 Slowly fill each section of pipe with water in a manner approved by Engineer Average water velocity when filling pipeline should be less than 1 fps and shall not, under any circumstance, exceed 2 fps. Before beginning disinfection operations, expel all air from pipeline 4 All excavations made shall be backfilled immediately after installation of risers or blow-offs. 5 Install blow-off valves at end of main to facilitate flushing at all dead-end water mains. Install permanent blow-off valves/auto flusher per drawing Ll D Disinfection. 1 Use not less than 100 parts of chlorine per million parts of water Introduce chlorinating material to water lines in accordance with AWWA C651 After contact period of not less than 24 hours, flush system with clean water until residual chlorine is no greater than 1 0 parts per million parts of water Open and close valves in lines being sterilized several times during contact period.If super-chlorinated water (i.e. chlorine concentration above 4mg/1) is used for cleaning water main disinfection and flushing,the water must be dechlonnated prior to discharge.The water discharged into the stormsewer system or natural waterway must meet the Clean Water Act (33 USC § 1251 et seq) and any subsequent amendments thereof. 2. If a chemical compound is used for a sterilizing agent, it shall be placed in pipes as directed by Engineer 6/2014 02510-21 of 22 CITY OF PEARLAND WATER MAINS E. Bacteriological Testing: 1 After disinfection and flushing of waterlines, bacteriological tests will be performed by Owner or testing laboratory in accordance with Section 01450— Testing Laboratory Services. If test results indicate need for additional disinfection of waterlines based upon Texas Department of Health and TCEQ requirements,Contractor shall perform additional disinfection operations at no additional cost to the Owner E. Completion. 1 Upon completion of disinfection and testing, remove risers except those approved for use in subsequent hydrostatic testing, and backfill excavation promptly END OF SECTION 6/2014 02510-22 of 22 CITY OF PEARLAND FIRE HYDRANT ASSEMBLY Section 02514 FIRE HYDRANT ASSEMBLY 1.0 GENERAL 1.01 SECTION INCLUDES A Fire hydrants. B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 02634—Ductile Iron Pipe and Fittings 4 Section 02635 —Steel Pipe and Fittings 5 Section 02534—PVC Pipe 6 Section 02510—Water Mains C Referenced Standards. 1 National Fire Protection Association(NFPA) 2. American Water Works Association(AWWA) 3 American National Standards Institute (ANSI) 4 National Association of Corrosion Engineers (NACE) 5 Food and Drug Administration(FDA) 6 Steel Structures Painting Council (SSPC) 7 Texas Commission on Environmental Quality (TCEQ) 8 National Sanitation Foundation(NSF) 1.02 MEASUREMENT AND PAYMENT A Measurement for installation of fire hydrants is on a per each basis,complete in place. Payment includes all valves,fittings,bedding,backfill,and thrust blocking required for the installation of the fire hydrant assembly B If fire hydrant leads are included as a Bid Item, measurement will be on a linear foot basis. Separate payment will be made for open cut and augered leads. C Measurement for removing and salvaging of fire hydrants is on a per each basis. Payment includes removing hydrant and valve if available, plugging lead, and removing materials from site or returning salvaged fire hydrants to Owner 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. 06/2014 02514- 1 of 6 CITY OF PEARLAND FIRE HYDRANT ASSEMBLY 1 Shop drawing(s) for proposed hydrant: Include model number, parts list, and material specifications, unique drawing number and descriptive legend identifying hydrant. 2. Material safety data sheets for lubricants. 3 Affidavit of compliance for coating materials. 4 Certified hydraulic performance test report for proposed hydrant. 2.0 PRODUCTS 2.01 HYDRANT MATERIALS A Hydrants AWWA C502, dry barrel design, tamper resistant; same manufacturer throughout project. 1 0-Ring Seal Packing. Prevent water leakage between barrel and lubrication chamber Provide dynamic seals of Buna "N" or other oil resistant material and static seals of Buna"N" or other approved synthetic rubber 2. Bronze Hydrant components in waterway to contain not more than 15 percent zinc and not more than 8 percent lead. 3 Acceptable Manufacturer Mueller Super Centurian 250,American Darling B- 84-B, or East Jordan Iron Works WaterMaster 5CD250 B Operating Stems Everdur, or other high-quality non-corrodible metal where threads are located in barrel or waterway Bronze-to-bronze working parts in waterway; genuine wrought iron or steel where threads are not located in barrel or waterway, bronze bushed at penetration of stuffing box, seal threads against contact with water regardless of open or closed position of main valve. Connect operating stems with breakable coupling. C Main Valve (shut-off valve) Circular; compression-type; closes with line pressure; minimum opening of 5-1/4 inches in diameter Seal bottom end of stem threads from contact with water with cap nut. D Valve Mechanism. Bronze valve seat ring threaded into bronze drain ring; seat ring and main valve assembly removable from above ground through upper barrel with lightweight seat removal wrench,breakable stem coupling opposite barrel breakaway; bronze or corrosion-resistant pins and locking devices, bronze valve stem sleeve, 0- ring seals and travel stop, sealed lubricating reservoir at top and bottom which fully lubricates threads and bearing surfaces when opening or closing main valve; thrust bearing or lubricated thrust collar for operating assembly Lubricants. Food Grade. Valve Seat: Molded "Natural" rubber; scale durometer rating of 90 ±5, minimum thickness of 1/2 inch. Natural Rubbers Resistant to microbiological attack. E Lower Hydrant Barrel. Single piece coupled to upper barrel to allow 360°rotation of upper barrel. Bury Length. Distance from bottom of inlet to ground line as specified. Ground Line: Clearly marked on barrel. Indicate inside diameter and wall thickness (with tolerances)for upper barrel,lower barrel,and bonnet sections. Show dimensions at mimmum sections to demonstrate compliance with Paragraph 3.2.6 of AWWA C502. 06/2014 02514-2 of 6 CITY OF PEARLAND FIRE HYDRANT ASSEMBLY F Extensions Permit use of one or more standard extensions available from manufacturer in lengths from 6 inches to 60 inches in 6 inch increments. G Provide hydrants with automatic, positively operating, non-corrodible drain or drip valve to drain hydrant completely when main valve is shut. Bronze or corrosion resistant drain line Tapping of drain holes is not required. H Inlet Connection. Elbow with AWWA Standard bell designed for 6-inch mechanical joint,restrained push-on,or flanged joint and valves.Flanged ends shall comply with ANSI/ASME B16.1, class 125 flanges. Joints ANSI A21 11, AWWA C111 I Operating Nut and Hold-down Nuts Stainless steel or cast or ductile iron with bronze inserts or, as an alternative, provide security device with bronze operating nut. Any such security devices shall not require special tools for normal off/on operation of hydrant. Fabricate hold-down assemblies of suitable metallic materials for service intended. J Field-Replaceable Nozzles NFPA No 194,ANSI B26-1925,mechanically attached to hydrant body counterclockwise; sealed with 0-rings and mechanically located into place, provide two hose nozzles with 2-1/2 inch nominal inside diameter and one pumper nozzle with 4 492"nominal inside diameter;National Standard Threads;lock in place with security device. K Pumper Nozzle Allow a minimum unobstructed radius of 10 inches from threaded surface of nozzle throughout path of travel of wrench or other device used to fasten hose to nozzle. L Nozzle Caps Security chains to hydrant barrel,minimum 1/8 inch diameter; "Natural" rubber or neoprene gasket seals. M Hydrant shoe with 6-inch cast or ductile-iron pipe diameter inlet, flanged, swivel or slip joint with harnessing lugs for restrained joints. Underground flanging shall incorporate minimum of six, full, 3/4-inch stainless steel bolts or four 5/8-inch diameter stainless steel bolts. All bolts and nuts shall be stainless steel. N Provide traffic model hydrants equipped with safety flange on hydrant barrel and stem. Equip body of hydrant with breakable flange, or breakable bolts, above finish grade. 0 Lubricants Food grade oil or grease meeting requirements of FDA 21CFR178.3570 and manufactured with FDA approved oxidation inhibitors. P Hydrant Painting: 1 COLOR CODE (BONNETS) Main Size 6" and less Gloss White Code No 225A120 8" Safety Orange Code No 225A122 10"and 12" John Deere Green Code No 225A133 16"and 20" John Deere Yellow Code No 225A138 22"and up Safety Red Code No 225A123 06/2014 02514-3 of 6 CITY OF PEARLAND FIRE HYDRANT ASSEMBLY 2. COLOR CODE Fire Hydrant Barrel Safety Blue Code No 225A120 Fire Hydrant Caps (Same as Bonnet Color) Q Shop coated as follows 1 Exterior Above Traffic Flange (including bolts and nuts) a. Surface Preparation. SSPC-SP10 (NACE 2),near white blast cleaned surface. b Fire hydrants shall be power coated with zinc rich primer followed by a polyester powder coating of 10 to 12 mils, shall meet all the requirements of ANSI/AWWA C-550 (latest edition) and AAMA 2604 2. Exterior Below Traffic Flange. a. Surface Preparation. SSPC-SP10 (NACE 2),near white blast cleaned surface. b. Fire hydrants shall be power coated with zinc rich primer followed by a polyester powder coating of 10 to 12 mils, shall meet all the requirements of ANSI/AWWA C-550 (latest edition) and AAMA 2604 3 Interior Surfaces Above and Below Main Valve. a. All materials used for internal coating of hydrant interior ferrous surfaces must conform to ANSI/NSF Standard 61 as suitable for contact with potable water as required by TCEQ, Chapter 290, Subchapter D Rules and Regulations for Public Water Systems b Surface Preparation. SSPC-SP10 (NACE 2),near white blast cleaned surfaces. c. Coating: Powder coating in accordance with manufacturer's recommendation. 4 General Coating Requirements a. Coatings. Applied in strict accordance with manufacturer's recommendations. No requirements of this specification shall cancel or supersede written directions and recommendations of specific manufacturer so as to jeopardize integrity of applied system. b Hydrant supplier shall furnish an affidavit of compliance that all materials and work furnished complies with requirements of this specification and applicable standards referenced herein. 2.02 HYDRANT PERFORMANCE STANDARDS A Hydraulic Performance Standards. 1 Provide hydrants capable of a free discharge of 1500 gpm or greater from single pumper nozzle at a hydrant inlet static pressure not exceeding 20 PSIG as measured at or corrected to hydrant inlet at its centerline elevation. 2. Provide hydrants capable of a discharge of 1500 gpm or greater from single pumper nozzle at a maximum permissible head loss of 8 0 psig (when 06/2014 02514-4 of 6 CITY OF PEARLAND FIRE HYDRANT ASSEMBLY corrected for inlet and outlet velocity head)for an inlet operating pressure not exceeding 37 psig as measured at or corrected to hydrant inlet at its centerline elevation. B Hydraulic Performance Testing: AWWA C502, conduct certified pressure loss and quantity of flow test by qualified testing laboratory on production model(5-foot bury length)of hydrant(same catalog number)proposed for certification. Submit certified test report containing following information. 1 Date of test, no more than five years prior to date of proposed use, on fire hydrant with similar hydraulic characteristics. 2. Name, catalog number, place of manufacture, and date of production of hydrant(s)tested. 3 Schematic drawing of testing apparatus, containing dimensions of piping elements including: a. Inside diameter and length of inlet piping. b Distance from flow measuring points to pressure measurement point. c. Distance from flow and pressure monitoring points to hydrant inlet. d. Distance from pressure monitoring point to nozzles. e. Inside diameter and length of discharge tubing. 4 Elevation of points of measurement, inlet, and reports, or certificates documenting accuracy of measuring devices used in test. 5 Conduct test on at least three separate hydrants of same fabrication design. Inlet water temperature- 70° F + 5° F C Provide hydrants equipped with breakable barrel feature and breakable valve stem coupling such that vehicular impact will result in clean and complete break of barrel and valve stem at breakable feature. Provide hydrant shutoff valve which remains closed and tight against leakage upon impact. 2.03 LEADS A Branches(Leads) Conform to requirements of Section 02634—Ductile-Iron Pipe and Fittings, Section 02635 — Steel Pipe and Fittings, Section 02534 — PVC Pipe, and section 02532W-HDPE. 3.0 EXECUTION 3.01 INSTALLATION A Set fire hydrant plumb and brace at locations and grades as shown on Plans. When barrel of hydrant passes through concrete slab, place a piece of standard sidewalk expansion joint material, % inch thick, around section of barrel passing through concrete. B Locate nozzle centerline minimum 18 inches above finish grade. C Place 12-inch x 12-inch yellow indicators (plastic, sheet metal, plywood, or other matenal approved by Engineer) on pumper nozzles of new or relocated fire hydrants 06/2014 02514-5 of 6 CITY OF PEARLAND FIRE HYDRANT ASSEMBLY installed on new mains not in service. Remove indicators after new main is tested and approved by Engineer D Do not cover drain ports when placing concrete thrust block. E Lubricate hydrants with food grade oil or with grease meeting requirements of FDA 21CFR178.3570 and manufactured with FDA approved oxidation inhibitors. F Accomplish replenishment of lubricant for hydrant working parts without removing hydrant bonnet. Store lubricant system in reservoir Lubricate bearing surfaces and working parts during normal operation of fire hydrant. G All changes in profile from approved plans due to obstructions not shown on plans which require a change in depth of bury of fire hydrant shall be approved in writing by Engineer for design prior to installation of hydrant. Any adjustment required m flow line of water main or to barrel length of fire hydrant shall be incidental to unit price of fire hydrant and no separate payment shall be made for such adjustments. H Remove and dispose of or salvage fire hydrants shown on Plans. I Owner may,at any time prior to or during installation of hydrants for a specific project, randomly select a furnished hydrant for disassembly and laboratory inspection, at Owner's expense,to verify compliance with Owner's requirements. If such hydrant is found to be non-compliant, replace at Contractor's expense, all or a portion of furnished hydrants with hydrants that comply with Owner's requirements. J Install leads in accordance with Section 02510—Water Mains. END OF SECTION 06/2014 02514-6 of 6 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES Section 02541 WATER AND WASTEWATER LINE VALVES 1.0 GENERAL 1.01 SECTION INCLUDES A Gate valves, Plug Valves, Butterfly Valves, Air Release and Pressure Reducing Valves. B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350 - Submittal Procedures 3 Section 02520—Valve Boxes, Meter Boxes, and Meter Vaults 4 Section 02542—Concrete Manholes 5 Section 02318—Excavation and Backfill for Utilities 6 Section 02510—Water Mains C Referenced Standards. 1 American Society for Testing and Materials (ASTM) a. ASTM A 307, "Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength" b ASTM B 763,"Standard Specification for Copper Alloy Sand Casting for Valve Applications" c. ASTM B 62, "Standard Specification for Composition Bronze or Ounce Metal Castings" d. ASTM D 429,"Standard Test Methods for Rubber Property-Adhesion to Rigid Substrates" e. ASTM A 126, "Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings" f. ASTM A 48, "Standard Specification for Gray Iron Castings" g. ASTM A 240,"Standard Specification for Chromium and Chromium- Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications" h. ASTM A 276, "Standard Specification for Stainless Steel Bars and Shapes" i. ASTM B 584,"Standard Specification for Copper Alloy Sand Castings for General Applications" j ASTM A 313,"Standard Specification for Stainless Steel Spring Wire" 2. American Water Works Association (AWWA) a. AWWA C500 Gate Valves, 3 Through 48 in. NPS, for Water and Sewage Systems. b AWWA C509 or AWWA C515 Resilient-seated Gate Valves, 3 through 12 NPS, for Water and Sewage Systems c. AWWA C550 Protective Epoxy Interior Coatings for Valves and Hydrants d. AWWA C504 Rubber-Sealed Butterfly Valves 04/2009 02541 - 1 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES 3 American National Standards Institute (ANSI) 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for valves under this Section. Include cost in Bid Items for water mains. B Refer to Section 01200—Measurement and Payment Procedures. C Stipulated Price(Lump Sum) If the Contract is a Stipulated Price Contract,payment for work in this Section is included in the total Stipulated Price. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit manufacturer's product data for proposed valves for approval. 1.04 QUALITY CONTROL A Submit manufacturer's affidavit that gate valves are manufactured in the United States and conform to stated requirements of AWWA C500, AWWA C509 and AWWA C515 and this Section,and that they have been satisfactorily tested in the United States in accordance with AWWA C500, AWWA C509 and AWWA C515 2.0 PRODUCTS 2.01 GATE VALVES A Gate Valves AWWA C500, AWWA C509 or C515 and additional requirements of this Section.Direct bury valves and those in subsurface vaults,aboveground and plant valves open counterclockwise. B If type of valve is not indicated on Plans, use gate valves as line valves for sizes less than 16-inches. If type of valve is indicated, no substitute is allowed. C Gate Valves 1-1/2 Inches in Diameter and Smaller 125 psig; bronze; rising-stem, single-wedge; disc type; screwed ends, such as Crane No 428, or approved equal. D Coatings for Gate Valves 2 Inches and Larger AWWA C550; Indurall 3300 or approved equal, non-toxic,imparts no taste to water,functions as physical,chemical, and electrical barrier between base metal and surroundings, minimum 8-mil-thick, fusion-bonded epoxy Prior to assembly of valve, apply protective coating to interior and exterior surfaces of body E Gate Valves 2 Inches in Diameter Iron body,double gate,non-rising stem, 150-pound test, 2 inch square nut operating clockwise to open. 04/2009 02541 -2 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES F Gate Valves 4 Inches to 12 Inches in Diameter Non-directional, resilient seated (AWWA C509 or AWWA C515) or parallel seat double disc (AWWA C500), 200 psig, bronze mounting, push-on bell ends with rubber joint rings, and nut-operated unless otherwise specified. Provide resilient seated valves manufactured by American Darling AFC-500, US Pipe Metroseal 200, or approved equal. Provide double disc valves manufactured by American Darling 52, Clow F-6102,,or approved equal. Comply with following requirements 1 Design. Fully encapsulated rubber wedge or rubber seat ring mechanically attached with minimum 304 stainless-steel fasteners or screws, threaded connection isolated from water by compressed rubber around opening. 2. Body Cast or ductile iron, flange bonnet and stuffing box together with ASTM A 307 Grade B bolts.Manufacturer's initials,pressure rating, and year manufactured shall be cast in body 3 Bronze Valve components in waterway to contain not more than 15 percent zinc and not more than 2 percent aluminum. 4 Stems ASTM B 763 bronze, alloy number 995 minimum yield strength of 40,000 psi, minimum elongation in 2 inches of 12 percent, non-rising. 5 0-rings. AWWA C509, sections 2.2.6 and 4 8.2. 6 Stem Seals Consist of three 0-rings, two above and one below thrust collar with anti-fraction washer located above thrust collar 7 Stem Nut: Independent or integrally cast of ASTM B 62 bronze. 8 Resilient Wedge: Molded, synthetic rubber,vulcanized and bonded to cast or ductile iron wedge or attached with 304 stainless steel screws tested to meet or exceed ASTM D 429, Method B, seat against epoxy-coated surface in valve body 9 Bolts AWWA C509 Section 4 4, stainless steel, cadmium plated, or zinc coated. G Gate Valves 16 Inches to 24 Inches in Diameter AWWA C500 by Mueller;push-on bell ends with rubber rings and nut-operated unless otherwise specified, double disc, 150 psi, and comply with the following: 1 Body Cast or ductile iron, flange together bonnet and stuffing box with ASTM A 307 Grade B bolts. Manufacturer's initials,pressure rating, and year manufactured shall be cast in body Equip with rollers, tracks, and scrapers 2. Stems. Machined from ASTM B 62 bronze rod with integral forged thrust collar machined to size, non-rising. 3 Stem Seals Consist of one 0-ring above and one 0-ring below thrust collar with anti-friction washer located above thrust collar for operating torque. 4 Stem Nut: Independent or integrally cast of ASTM B 62 bronze. 5 Discs. Cast iron with bronze disc rings securely peened into machined dovetailed grooves. 6 Wedging Device. Solid bronze or cast-iron, bronze-mounted wedges. Thin plates or shapes integrally cast into cast-iron surfaces are acceptable. Other moving surfaces integral to wedging action shall be bronze monel or nickel alloy-to-iron. 04/2009 02541 -3 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES 7 Bronze Mounting: Built as integral unit mounted over, or supported on, cast iron base and of sufficient dimensions to be structurally sound and adequate for imposed forces. 8. Gear Cases Cast iron,furnished on 18-inch and larger valves and of extended type with steel side plates, lubricated, gear case enclosed with oil seal or 0- rings at shaft openings. 9 Stuffing Boxes Located on top of bonnet and outside gear case. H Gate Valves 20 Inches and Larger Furnish and equip with bypass valves. 1 Sizes. Provide 3-inch bypass valves for 16-inch through 20 inch gate valves. Provide 4-inch bypass valves for 24-inch gate valves. I Valves 4 Inches through 12 Inches for Installation in Vertical Pipe Lines 1 Double disc, square bottom. J Valves 14 Inches and Larger for Installation in Horizontal Pipe Lines. 1 Equipped with bronze shoes and slides. K Gate Valves Installed at Greater than 4 foot Depth. 1 Provide non-rising, extension stem having coupling sufficient to attach securely to operating nut of valve. Upper end of extension stem shall terminate in square wrench nut no deeper than 4 feet from finished grade. L Gate Valves in Factory Mutual (Fire Service) Type Meter Installations. 1 Conform to provisions of this specification, outside screw and yoke valves, carry label of Underwriters'Laboratories,Inc.,flanged,Class 125,clockwise to close. M Provide flanged joints when valve is connected to steel or PCCP 2.02 BUTTERFLY VALVES AND ACTUATORS A Butterfly Valves and Actuators Conform to AWWA C504, except as modified or supplemented herein. Provide valves manufactured by Keystone International, American-Darling, or approved equal. B If type of valve is not indicated on Plans,butterfly valves shall be used for line valve sizes 16 inch and larger If type of valve is specified, no substitute will be allowed. C Butterfly valves shall be short-body,flanged design and installed at locations as shown on Plans. D Direct-bury valves,valves in subsurface vaults. Above-ground and plant valves shall open counterclockwise. E Provide flanged joints when valve is connected to steel or PCCP F Butterfly Valves and Actuators (Additional Requirements for Large-Diameter Water Mains) Valves larger than 72 inches in diameter shall have all components designed - 04/2009 02541 -4 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES so that the allowable stresses at rated pressure shall not exceed one-third of the yield strength or one-fifth of the ultimate strength of the material used. Provide valves manufactured by Keystone International, American-Darling, or equal. 2.03 BUTTERFLY VALVE CONSTRUCTION A Valves AWWA C504, Class 150B Body Cast iron, ASTM A 126, Class B Flanges. ANSI B 16.1, Class 125 lb B Discs for Butterfly Valves. Either cast iron or ductile iron. C Seats. Buna-N or neoprene, and may be applied to disc or body Seats shall be mechanically secured and may not rely solely on adhesive properties of epoxy or similar bonding agent to attach seat to body Seats on disc shall be mechanically retained by stainless steel(18-8)retaining ring held in place by stainless steel(18-8) cap screws that pass through rubber seat for added retention. When seat is on disc, seat shall be retained in position by shoulders located on both disc and stainless-steel retaining ring. Mating surfaces for seats. Type 304 or 316,stainless steel and secured to disc by mechanical means. Sprayed-on or plated mating surfaces will not be allowed. D Coat interior wetted ferrous surfaces of valve, including disc, with epoxy suitable for potable-water conditions Epoxy, surface preparation, and epoxy application. In accordance with AWWA C550 and coating manufacturer's recommendations. Provide two coats of two-component, high-build epoxy with minimum dry thickness of 10 mils. Epoxy coating: Indurall 3300 or approved equal. Coatings shall be holiday tested and measured for thickness. E Valve shaft and keys, dowel pins, or taper pins used for attaching valve shaft to valve disc Type-304 or 316 stainless steel. Shaft Bearings Stainless steel,bronze,nylon, or Teflon (supported by fiberglass mat or backing material with proven record of preventing Teflon flow under load) in accordance with AWWA C504 F Packing: Field-adjustable, split-V type, and replaceable without removing operator assembly G Retaining Hardware for Seats Type 304 or 316 stainless steel. Nuts and screws used with clamps and discs for rubber seats shall be held securely with locktight, or other approved method, to prevent loosening by vibration or cavitational effects. H Valve disc shall seat in position at 90 degrees to the pipe axis and shall rotate 90 degrees between full-open and tight-closed position. Install valves with valve shafts horizontal and convex side of disc facing anticipated direction of flow, except where shown otherwise on Plans. 2.04 BUTTERFLY VALVE ACTUATOR CONSTRUCTION A Provide actuators for valves with size based on line velocity of 16 feet per second, and, unless otherwise shown on Plans, equip with geared manual actuators. Provide 04/2009 02541 -5 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES fully enclosed and traveling-nut type, rack-and-pinion type, or worm-gear type for valves 24 inches and smaller B Provide actuator designed for installation with valve shaft horizontal unless otherwise indicated on Plans. C Provide valve shaft extended from valve to actuator Space between actuator housing and valve body shall be completely enclosed so that no moving parts are exposed to soil or elements. D Provide oil-tight and watertight actuator housings for valves,specifically designed for buried service or submerged service when located in valve vaults, and factory packed with suitable grease. E Install a valve position indicator on each actuator housing located above ground or in valve vaults. Valves shall be equipped with 2-inch actuator nut only F Indicate direction of opening of valve on exposed visible part of assembly G Design worm-gear or traveling-nut actuators so that a torque of 150 foot-pounds, or less,will operate valve at most adverse condition for which valve is designed.Vertical axis of actuating nut shall not move as valve is opened or closed. 2.05 VALVE BOXES A Provide standard adjustable valve boxes only conforming to requirements of Section 02520—Valve Boxes, Meter Boxes, and Meter Vaults. 2.06 VALVE SERVICE MANHOLES A For large-diameter water mains, provide manholes to dimensions shown on Plans conforming to requirements of Section 02542—Concrete Manholes. 2.07 AIR RELEASE AND VACUUM RELIEF VALVES A Air Release Valves Apco No. 200, GA Industries Fig. 2-AR, or equal. Materials. body and cover, ASTM A 48, Class 30, cast iron, float and leverage mechanism, ASTM A 240 or A276 stainless steel,orifice and seat,stainless steel against Buna-N or Viton mechanically retained with hex head nut and bolt;other valve internals,stainless steel or bronze. Provide inlet and outlet connections, and orifice as shown on Plans. B Air Release and Vacuum Valves Provide single-body, standard combination or duplex-body custom combination valves as indicated on Plans. 1 For 2 inch and 3 inch, single-body valves, provide inlet and outlet sizes as shown on Plans and orifice sized for 100 psi working pressure. Valve materials body, cover and baffle, ASTM A 48, Class 35, or ASTM A 126, Grade B cast iron,plug or poppet,ASTM A 276 stainless steel,float,ASTM A 240 stainless steel, seat, Buna-N, other valve internals, stainless steel. Valve exterior Painted with shop-applied primer suitable for contact with potable 04/2009 02541 -6 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES water Provide Apco Model 145C or 147C, Val-Matic Series 200, or equal valves. 2. For 3 inch and larger duplex body valves as shown on Plans, provide Apco Series 1700 with No 200 air release valve, GA Industries Fig. No AR/GH- 21K/280, or equal. Air and vacuum valve materials. body and cover, ASTM A 48, Class 35, cast iron, float, ASTM A 240 stainless steel, seat, Type-304, stainless steel and Buna-N,other valve internals,stainless steel or bronze. Air release valve- Constructed as specified in paragraph above on Air Release Valves. C Vacuum Relief Valves Provide air inlet vacuum relief valves with flanged inlet and outlet connections as shown on Plans. Provide air release valves in combination with inlet and outlet, and orifice as shown on Plans. Valve shall open under pressure differential not to exceed 0.25 psi. Provide Apco Series 1500 with a No. 200A air release valve, GA Industries Fig. No HCARV, or approved equal. Materials for vacuum relief valves valve body, ASTM A 48, Class 35, cast iron, seat and plug, ASTM B 584 bronze, copper alloy 836, spring, ASTM A 313, Type-304, stainless steel,bushing,ASTM B 584 bronze,copper alloy 932,retaining screws,ASTM A 276, Type-304, stainless steel. D Air Release Valve Vault as detailed in Plans. 2.08 PRESSURE REDUCING VALVES A Provide Cla-Val Model 90-01, or approved equal, PRV with strainer in location and arrangement as shown on Plans. Valve body. ASTM A 48,cast iron or ASTM A 126, Class B, cast iron with ANSI B16 1, Class 125, flanges. Valve cover ASTM A 48 cast iron. Valve internals Type-303, stainless steel or B-62 bronze. Rubber parts Buna-N No leather parts shall be allowed. Resilient seat shall have rectangular cross section. B Control Tubing: Contain shutoff cocks with "Y" strainer C PRV Equip with valve position indicator Initially set in field by authorized manufacturer's representative with 60 psi downstream pressure. D Provide basket strainer upstream of PRV as shown on Plans. Strainer body quick- opening type, fabricated-steel construction with ANSI B 16 1, Class 150, flanges. Basket: Type-304, stainless steel. Provide Hayward Model 90, or equal,for PRV 4- inch through 24-inch. Provide Hayward Model 510, or equal, for PRV 14 inches or greater when space limitations dictate the use of smaller strainer housing. E Pilot Systems for PRV Adjustable and pressure sustaining. F Valve Box. Valve Box conforming to requirements of Section 02520—Valve Boxes, Meter boxes, and Meter Vaults. 04/2009 02541 -7 of 8 CITY OF PEARLAND WATER AND WASTEWATER LINE VALVES 3.0 EXECUTION 3.01 INSTALLATION A Earthwork. Conform to applicable provisions of Section 02318 — Excavation and Backfill for Utilities. B Operation. Do not use valves for throttling without prior approval of manufacturer 3.02 SETTING VALVES AND VALVE BOXES A Remove foreign matter from within valves prior to installation. Inspect valves in open and closed positions to verify that parts are in satisfactory working condition. B Install valves and valve boxes where shown on Plans. Set valves plumb and as detailed. Center valve boxes on valves. Carefully tamp earth around each valve box for minimum radius of 4 feet, or to undisturbed trench face if less than 4 feet. Install valves completely closed when placed in water line. C For pipe section of each valve box,use only cast iron,ductile iron,or DR18 PVC pipe cut to proper length. Size to allow future operation of valve. Assemble and brace box in vertical position as indicated on Plans. 3.03 DISINFECTION AND TESTING A Perform disinfection and testing of valves and appurtenances as required by Section 02510—Water Mains. B Repair or replace valves which exceed the allowable specified leakage rate. 3.04 PAINTING OF VALVES A Paint valves in vaults, stations, and above ground using ACRO Paint No 2215, or approved equal. END OF SECTION 04/2009 02541 -8 of 8 CITY OF PEARLAND CHAIN LINK FENCES AND GATES Section 02821 !M1 CHAIN LINK FENCES AND GATES 1.0 GENERAL 1.01 SECTION INCLUDES A Fence framework, fabnc, and accessories. B Excavation for post bases, concrete foundation for posts and center drop for gates. 1 Manual gates and related hardware. C References to Technical Specifications. 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals D Referenced Standards 1 American Society for Testing and Materials (ASTM) a. ASTM A 570, "Standard Practice for Roof System Assemblies Employing Steel Deck, Performed Roof Insulation, and Bituminous Built-Up Roofing" b ASTM A 1011, "Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low Alloy and High- Strength Low Alloy with Improved Formability" c. ASTM A 307, "Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength" 2. American Association of State Highway and Transportation Officials (AASHTO) 1.02 MEASUREMENT AND PAYMENT A Measurement for fencing shall be on a linear foot basis for height noted,measured and complete in place. B Measurement for gates shall be per each, complete in place. C Payment for chain link fences and gates includes all labor and materials required to complete installation as indicated on Plans. D Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 07/2006 02821 - 1 of 4 CITY OF PEARLAND CHAIN LINK FENCES AND GATES B Shop Drawings Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. C Product Data. Provide data on fabric, posts, accessories, fittings and hardware that indicates that items match or exceed the quality of existing. 1.04 SYSTEM DESCRIPTION A Fence Height shall be as indicated on Plans or as noted to match height of existing. B Extension arms for barbed wire shall match existing. C Line Post Spacing shall not exceed 10 feet, or as shown on Plans. 1.05 QUALIFICATIONS A Manufacturer Company specializing in manufacturing the products specified in this Section with minimum three years experience. 1.06 FIELD MEASUREMENTS A Verify that field measurements are as indicated on Shop Drawings. 2.0 PRODUCTS 2.01 GALVANIZED FENCING A Fence fabric shall be No 9 steel wire, hot galvanized after weaving, to match or exceed existing. B Framework shall be hot-dipped galvanized with a minimum coating of 2 ounces/sf,or one ounce/sf plus 30 micrograms/square inch chromate conversion coating. C Line posts shall be 2" and conform to ASTM A 570 Grade 45 steel or ASTM A 569, cold rolled steel. All posts shall have spherical plugs. D End corner, angle, and pull posts shall be 2 1//2" and conform to ASTM A 570 Grade 45 steel or ASTM A 569 for steel pipe. E Top rails shall be 1 65 x 1.25 inch formed C-section,or 1.6 inch round ASTM A 569, 1.35 lbs/ft;or one 5/8 inch outside diameter steel pipe,2.27 lbs/ft. Top rails shall pass through openings provided for that purpose in post tops. F Fabric ties shall be hog rings, galvanized steel wire not less than 9-ga with a zinc coating of not less than 1.2 ounces/sf. G Bolts and nuts shall be in conformance with ASTM A 307 and shall be galvanized in accordance with AASHTO M232. 07/2006 02821 -2 of 4 CITY OF PEARLAND CHAIN LINK FENCES AND GATES H Install horizontal braces fabncated of one 5/8 inch,2.271b copper bearing steel pipe at all corner, gate, and end posts. I All posts to have malleable iron top caps. J Bottom tension wire shall be#7 gauge wire. K Gates shall be either swing or slide as shown on the plans. Swing gates shall be hinged to swing 90 degrees from closed to open or hinged to swing 180 degrees from close to open. Slide gates shall be roller type with no vertical obstructions. All gate leaves shall have intermediate members and diagonal stress rods as required for rigid construction and shall be free from sag or twist. All gates shall be fitted with vertical extension arms or shall have frame end number extended to carry barbed wire. Gate posts for gates shall be 4-inch, 9 1 lb pipe. Gate frames shall be made of 2-inch outside diameter, castings. Fabric shall be the same as for the fence. Gates shall have malleable iron ball and socket hinges, catches, stops and padlocks with 3 keys each. Posts for single gates shall be the same as end posts. 3.0 EXECUTION 3.01 INSTALLATION A Install chain link fence in accordance with the directions of the manufacturer and these Specifications. B Install line fence posts at not more than loft centers and concreted at least 36 inches x 12" diameter into the ground in a Class B concrete base. Allow concrete to cure for at least 7 days before erecting remainder of fence. Fasten fabric to line posts with wire ties spaced about 14 inches apart and to top rail spaced about 24 inches apart. C Use standard chain link fence stretching equipment to stretch the fabric before tying it to the rails and posts. Repeat the stretching and tying operations about every 100 feet. D Erect gates so they swing or slide in the appropriate direction. Provide gate stops as required. Secure hardware, adjust, and leave in perfect working order Adjust hinges and diagonal bracing so that gates will hang level. Adjust rollers and guides of sliding gates so that gates are level. E At small natural or drainage ditches where it is not practical for the fence to conform to the contour of the ground, span the opening below the fence with wire fastened to stakes of required length. The finished fence shall be plumb, taut, true to line and ground contour When directed, stake down the chain link fence at several points between posts. 07/2006 02821 -3 of 4 CITY OF PEARLAND CHAIN LINK FENCES AND GATES F Where new fence joins an existing fence, set a corner post and brace post at the junction and brace as directed. If the connection is made at other than the corner of the new fence the last span of the old fence shall contain a brace. END OF SECTION 07/2006 02821 -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 Venfy 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 inorgamc 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 02910-3 of 3 CITY OF PEARLAND HYDROMULCH SEEDING Section 02921 HYDROMULCH SEEDING 1.0 GENERAL 1.01 SECTION INCLUDES A Seeding, fertilizing, mulching, and maintaining areas of commercial, industrial, or undeveloped land disturbed during construction and not paved or designated to be paved, or as indicated on Plans. B References to Technical Specifications 1 Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3 Section 01500—Temporary Facilities and Controls 4 Section 02910—Topsoil 5 Section 02255 —Bedding, Backfill, and Embankment Materials 6. Section 01140—Contractor's Use of Premises 1.02 MEASUREMEN AND PAYMENT A Measurement for hydromulch seeding is on a per acre basis,measured and complete in place. B Payment for hydromulch seeding shall include all labor, materials, equipment, and preparation necessary for application and maintenance. C No payment shall be made for hydromulch seeding used in restoration of areas disturbed by Contractor outside the limits of construction. 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 certification from supplier that each type of seed conforms to these specification requirements and the requirements of the Texas Seed Law Certification shall accompany seed delivery C Submit a certificate stating that fertilizer complies with these specification requirements and the requirements of the Texas Fertilizer Law 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. 07/2006 02921 - 1 of 4 CITY OF PEARLAND HYDROMULCH SEEDING 2.0 PRODUCTS 2.01 MATERIALS A Topsoil. Conform to material requirements of Section 02910—Topsoil. B Bank Sand. Conform to material requirements of Section 02255—Bedding,Backfill, and Embankment Materials. C Seed. Conform to U.S Department of Agriculture rules and regulations of the Federal Seed Act and the Texas Seed Law Seed shall be certified 90 percent pure and furnish 80 percent germination and meet the following requirements 1 Rye: Fresh, .clean, Italian rye grass seed (lollium multi-florum), mixed in labeled Proportions. As tested, minimum percentages of impurities and germination must be labeled. Deliver in original unopened containers. 2. Bermuda. Extra-fancy, treated, lawn type common bermuda (Cynodon dactylon) Deliver in original, unopened container showing weight, analysis, name of vender, and germination test results. 3 Wet, moldy, or otherwise damaged seed will not be accepted. D Fertilizer Dry and free flowing,inorganic,water soluble commercial fertilizer,which is uniform in composition. Deliver in unopened containers which bear the manufacturers guaranteed analysis. Caked,damaged,.or otherwise unsuitable fertilizer will not be accepted. Fertilizer shall contain minimum.percentages of the following elements Nitrogen. 10 Percent Phosphoric Acid. 20 Percent Potash. 10 Percent E Mulch. Virgin wood cellulose fibers from whole wood chips having a minimum of 20 percent fibers 0 42 inches(10 7 mm)in length and 0 01 inches(0.27 mm)in diameter Mulch shall be dyed green for coverage verification purposes. F Soil Stabilizer. "Terra Tack" 1 or approved equal. G Weed control.agent: Pre-emergent herbicide for grass areas, "Benefin" or approved equal. 3.0 EXECUTION 3.01 PREPARATION A Do not start or perform work under conditions that are not satisfactory to perform tasks due to inclement or impending inclement weather B After the areas to receive hydromulch seeding have been brought to grade,rake out any foreign organic or inorganic material, including stones, hard clay lumps, and other debris. 07/2006 02921 -2 of 4 CITY OF PEARLAND HYDROMULCH SEEDING C Level with Bank Sand or Topsoil, as approved by the Engineer D Loosen the subgrade by discing or by scarifying to a depth of at least 4 inches. E Place and compact a layer of topsoil in accordance with requirements of Section 02910 —Topsoil. F Surface of topsoil shall be smooth and free of weeds,rocks,and other foreign material immediately before applying hydromulch seeding. 3.02 APPLICATION A Seed. Apply uniformly at the following rates for type of seed and planting date: APPLICATION PLANTING TYPE RATE POUNDS/A DATE Hulled Common Bermuda Grass 98/88 40 Unhulled Common Bermuda Grass 98/88 40 Jan 1 to Mar 31 Hulled Common Bermuda Grass 98/88 40 Apr 1 to Sep 30 Hulled Common Bermuda Grass 98/88 40 Unhulled Common Bermuda Grass 98/88 40 Oct 1 to Dec 31 Annual Rye Grass(Gulf] 30 B Fertilizer Apply uniformly at a rate of 500 pounds per acre. C Mulch. Apply uniformly at a rate of 50 pounds per 1000 square feet. D Soil stabilizer Apply uniformly at a rate of 40 pounds per acre. E Weed control agent: Apply at manufacturer's recommended rate prior to Hydromulching. F Suspend all operations under conditions of drought,excessive moisture,high winds,or extreme or prolonged cold. Obtain the Engineer's approval before resuming operations. 3.03 MAINTENANCE A Maintain grassed areas by watering,fertilizing, weeding,and trimming as required to establish and sustain 70% acceptable vegetative cover B For areas seeded in the fall, continue maintenance the following spring until an acceptable lawn is established. 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. 07/2006 02921 -3 of 4 CITY OF PEARLAND HYDROMULCH SEEDING 3.05 PROTECTION OF THE WORK A Protect and maintain grassed areas a minimum of 90 days, or as required to establish an acceptable lawn. B Once a lawn is established, protect and maintain it until completion of the Work. C Replace seeded areas damaged by Contractor's operations at no cost to Owner END OF SECTION 07/2006 02921 -4 of 4 PUBLIC SAFETY TRAINING CENTER./'EDUCATION BUILDING&PUBLIC SAFETY BUILDING.RENOVATIONS City of Pearland Fire Department SECTION 26 03 00 DEMOLITION WORK PART 1 -GENERAL 1 1 GENERAL REQUIREMENTS A. This specification refers to the demolition scope of the City of Pearland Fire Station #4 to the Public Safety Training & Education Building. Reference specification 26 03 13 for demolition scope related to the Public Safety Building. B The drawings do not show all demolition work required. The contractor shall make himself familiar with the required scope of work to accomplish the work required by these documents. All demolition work implied or required shall be included m the scope of this contract. PART 2-PRODUCTS -NOT USED PART 3 -EXECUTION 3 1 DEMOLITION WORK A. The contractor shall be responsible for loss or damage to the existing facilities caused by him and his workmen, and shall be responsible for repairing such loss or damage. The contractor shall send proper notices, make necessary arrangements, and perform other services required for the care,protection and in-service maintenance of all electrical services for the new and existing facilities. The contractor shall erect temporary bamcades, with necessary safety devices, as required to protect personnel from injury, removing all such temporary protection upon completion of the work. B The contractor shall provide temporary or.new services to all existing facilities as required to maintain their proper operation when normal services are disrupted as a result of the work being accomplished under this project. C Where existing construction is removed to provide working and extension access to existing utilities, contractor shall remove doors, piping, conduit, outlet boxes, wiring, light fixtures, air conditioning ductwork and equipment, etc., to provide this access and shall reinstall same upon completion of work in the areas affected. D Where partitions, walls, floors, or ceilings of existing construction are being removed, all contractors shall remove and reinstall in locations approved by the Architect all devices required for the operation of the various systems installed in the existing construction. E. Outages of services as required by the new installation will be permitted but only at a time approved by the Owner The contractor shall allow the Owner.2 weeks in order to schedule required outages. The time allowed for outages will not be during normal working hours unless otherwise approved by the Owner All costs of outages, including overtime charges, shall be mcluded in the contract amount. Joiner Architects 26 03 00- 1 DEMOLITION WORK PUBLIC SAFETY TRAINING CENTER/EDUCATION BUILDING&PUBLIC SAFETY BUILDING RENOVATIONS City of Pearland Fire Department F The contractor shall modify,remove, and/or relocate all materials and items so indicated on the drawings or required by the installation of new facilities. All removals and/or dismantling shall be conducted in a manner as to produce maximum salvage. Salvage materials shall remain the property of the Owner, and shall be delivered to such destination as directed by the Owner Materials and/or items scheduled for relocation and which are damaged during dismantling or reassembly operations shall be repaired and restored to good operative condition. The contractor may, at his discretion and upon the approval of the Owner, substitute new materials and/or items of like design and quality in lieu of materials and/or items to be relocated. G All items which are to be relocated shall be carefully removed in reverse to original assembly or placement and protected until relocated. The contractor shall clean and repair and provide all new materials, fittings, and appurtenances required to complete the relocations and to restore to good operative order All relocations shall be performed by workmen skilled in the work and in accordance with standard practice of the trades involved. H. When items scheduled for relocation are found to be in damaged condition before work has been started on dismantling, the contractor shall call the attention of the Owner to such items and receive further instructions before removal. Items damaged in repositioning operations are the contractor's responsibility and shall be repaired or replaced by the contractor as approved by the Owner,at no additional cost to the Owner I. Service lines and wiring to items to be removed, salvaged, or relocated shall be removed to points indicated on the drawings, specified, or acceptable to the Owner Service lines and wiring not scheduled for reuse shall be removed to the points at which reuse is to be continued or service is to remain. Such services shall be sealed, capped, or otherwise tied-off or disconnected in a safe manner acceptable to the Owner All disconnections or connections into the existing facilities shall be done in such a manner as .to result in minimum interruption of services to adjacent occupied areas. Services to existing areas or facilities which must remain m operation during the construction period shall not be interrupted without prior specific approval of the Owner as hereinbefore specified. J During the construction and remodeling, portions of the project shall remain in service. Construction equipment, materials, tools, extension cords, etc., shall be arranged so as to present minmmum hazard or interruption to the occupants of the building. K. Certain work during the demolition phase of construction may require overtime or nighttime shifts or temporary evacuation of the occupants. Coordinate and schedule all proposed down time with the Owner's Representative at least 72 hours in advance. L. Make every effort to minimize damage to the existing building and the Owner's property Repair, patch, or replace as required any damage which might occur as a result of work at the site. Care shall be taken to minimize interference with the Owner's activities during construction. Cooperate with the Owner and other trades in scheduling and performance of the work. M. Include in the contract price all rerouting of existing conduits, wiring, outlet boxes, fixtures, etc., and the reconnecting of existing fixtures as necessitated by field conditions to allow the installation of the new systems. Furnish all temporary conduit,wiring,boxes,etc.,,as required to maintain lighting and power service for the existing areas with a minimum of interruption. Remove wire and conduit back to nearest accessible active junction box and extend to existing homeruns as required. Joiner Architects 26 03 00-2 DEMOLITION WORK PUBLIC SAFETY TRAINING CENTER/EDUCATION BUILDING&PUBLIC SAFETY BUILDING.RENOVATIONS City of Pearland Fire Department N All existing lighting fixtures, switches, outlets, speakers, matenals, equipment and appurtenances not included in the remodel or alteration areas are to remain in place and shall remain in service. 0 Electncal equipment, outlets, speakers, circuits to mechanical and building systems equipment, etc., which are to remain but which are served by conduit and/or circuiting that is disturbed by the remodeling work, shall be reconnected in such as manner as to leave it in proper operating condition. P Existing branch circuit wiring which is to be removed, shall be pulled from the raceways and the empty conduit shall be removed to a point of permanent concealment. Q Existing lighting_fixtures shown to be removed and indicated to be reused, shall be cleaned, repaired, relamped and provided with such new accessories as may be needed for the proper installation in their new locations. R. New circuiting indicated to be connected to existing panels shall be connected to "spares" and/or "released" breakers as applicable, or new breakers provided where space is available. Contractor shall verify the existing panel load and feeder capacity prior to adding any additional loads. S Within the remodeled or alteration areas where existing ceilings are being removed and new ceiling are installed, all existing lighting fixtures, other ceiling mounted devices and their appurtenances shall be removed and reinstalled into the new ceiling, unless otherwise shown or specified. T Within the remodeled or'alteration areas where existing walls are being'removed, all existing lighting fixtures, switches, receptacles, other matenals and equipment and their appurtenances shall be removed, where required by the remodel work either shown or specified. U Refer to Architectural "Demolition" and "Alteration"plans for actual location of walls, ceilings, etc. being removed and/or remodeled. END OF SECTION Joiner Architects 26 03 00-3 DEMOLITION WORK