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R2017-189 2017-09-18 RESOLUTION NO. R2017-189 A Resolution of the City Council of the City of Pearland, Texas, awarding a bid for asphalt paving services associated with the Hatfield Road Paving Improvements Project to AAA Asphalt Paving, Inc., in the amount of $774,082.50. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That competitive bids for asphalt paving services have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to AAA Asphalt Paving, Inc., in the amount of $774,082.50. Section 3. The City Manager or his designee is hereby authorized to execute a contract for the Hatfield Road Paving Improvements Project. PASSED, APPROVED and ADOPTED this the 18th day of September, A.D., 2017. TOM REID MAYOR ATTEST: U R C =� " S CRETARY ' APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY CITY Of PEARLAND ADDENDUM Section'00900 ADDENDUM NO. I Date: August II,2017 PROJECT: Hatfield Road Paving Improvements Project BID NO.: 0717-51 BID DATE: August 17;2017 at 2:00 PM FROM: Douglas W.Bradford,P.E. Project Manager ARKK Engineers,LLC 7322 Southwest Fwy, Ste, 1040,Houston,TX' 77074 To: Prospective Bidders and Interested Parties This addendum forms a part of the bidding documents and will be incorporated into the Contract Documents, as applicable, Insofar as the original Contract Documents, Specifications, and Drawings are intonsistent; this ,Addendum shall goVem. 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,CAIISE FOR DISQUALIFICATION. CONTRACT DOCUMENTS: 1. Attached:is the non-mandatory Pre-Bid sign in sheet for the Project, SPECIFICATIONS: 1.. Insert the attached Section 01450-SP - Special Provision to Testing'Laboratory Services into the Project SpeCifications. 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"IN.) eisk"." agi' 4V"2-. - 41', PNY*4,1 e Tagot44)-tx-;, t) City of Pearland Hatfield Road Paving Improvements Project 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 00900 Addendum Template Subcontractors List Bid Form DIVISION 1 —GENERAL REQUIREMENTS 01100 Summary of Work 01140 Contractor's Use of Premises 01200 Measurement and Payment Procedures 01290 Change Order Procedures 01310 Coordination and Meetings 01350-SP Special Provision to Submittals 01350 Submittals 01380-SP Special Provision to Construction Photographs 01380 Construction Photographs 01420 Referenced Standards 01430 Contractor's Quality Control 01440 Observation Services 01450-SP Special Provision to Testing Laboratory Services 01450 Testing Laboratory Services 01500 Temporary Facilities and Controls 01505 Mobilization 01555-SP Special Provision to Traffic Control and Regulation 01555 Traffic Control and Regulation 01560 Filter Fabric Fence 01561 Reinforced Filter Fabric Barrier 01562 Waste Material Disposal 01564 Control of Ground Water and Surface Water 01565 TPDES Requirements ARKK Job No. 17-028 TC-1 City of Pearland Hatfield Road Paving Improvements Project 01566 Source Controls for Erosion and Sedimentation 01571 Inlet Protection Barriers 01580-SP Special Provision to Project Identification Signs 01580 Project Identification Signs 01600 Material and Equipment 01720 Field Surveying 01760 Project Record Documents 01770 Contract Closeout DIVISION 2—SITE WORK 02200 Site Preparation 02220 Site Demolition 02244 Cement Stabilized Base Course(Road Mixed) 02252 Cement Stabilized Sand 02255 Bedding,Backfill, and Embankment Materials 02500 Milling Pavement 02582 Thermoplastic Pavement Markings 02633 Adjusting Manholes,Inlets, and Valve Boxes 02710 Base Course for Pavement 02741-SP Special Provision to Asphaltic Concrete Pavement 02741 Asphaltic Concrete Pavement 02742 Prime Coat 02743 Tack Coat 02762-SP Special Provision to Temporary and Removable Reflectorized Pavement Markings 02762 Temporary and Removable Reflectorized Pavement Markings 02770 Curbs, Curb &Gutter, and Headers 02980 Pavement Repair APPENDIX Geotechnical Report ARKK Job No. 17-028 TC-2 CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEARLAND,TEXAS Lowest Responsible Bidder Sealed Electronic Bids will be accepted for the following project, in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https://pearland.ionwave.net/Login.aspx. All interested Bidders are required to register as a "supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration". Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site. When prompted to add or remove commodity codes registrants must add the codes listed below: * Building Construction Services,New(Includes Maintenance and Repair Services) * Construction Services,General (Includes Maintenance and Repair Services) * Construction Services,Heavy(Includes Maintenance and Repair Services) * Construction Services,Trade(New Construction) For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions r".\ 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 Annex located at 3523 Liberty Drive, Pearland, Texas 77581. Electronic bids will be accepted until 2:00 p.m., Thursday, August 17, 2017. 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: Hatfield Road Paving Improvements Project City of Pearland,Texas BID NO.: 0717-51 A non-mandatory pre-bid conference will be held at the City of Pearland Public Safety Building at 2555 Cullen Parkway, Pearland, Texas 77584 at 2:00 p.m. on Thursday,August 10, 2017. This project involves in-place recycling of existing asphalt pavement and 2" asphalt overlay on Hatfield Road from Tyler Street to Hickory Slough. Full depth base repairs will be performed as deemed necessary by the Engineer. The project also includes two (2) add alternates involving the same type of work. Add Alternate No. 1 is for Hatfield Road from Hickory Slough to the northern City limits, and Add Alternate No. 2 is for Jasper Road from Broadway Street(FM 518) to Hatfield Road. 07-2017 00100- 1 of 3 CITY OF PEARLAND INVITATION TO BID Upon award of a contract, the successful Bidder will be required to utilize the City's web based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to, all transmittals and material submittals, RFI's, RFC's, Change Orders,Applications for Payment and all project communications with the City, its Construction Manager and Engineer. This system has certain hardware, intemet access and operation requirements that form the basis for all project communications, documentation and records for the project. For more information, see INSTRUCTIONS TO BIDDERS, Section 00200. Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https://pearland.ionwave.net/Login.aspx upon registration. The documents are NOT viewable without registration. These same documents are also available at the following locations. Amtek Plan Room (713) 956-0100 4001 Sherwood Houston,TX 77092 The Associated General Contractors of America, Inc. (713) 334-7100 2400 Augusta, Suite 350 Houston,TX 77057 Virtual Builders Exchange (832) 613-0201 7035 W.Tidwell Building J, Suite 112 Houston,TX 77092 McGrawHill Construction—Dodge Reports 1-800-393-6343 No plan fees or deposits are required for plans and bid documents obtained through the City's E- bid System. BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINED VIA ONE OF THE PLAN HOUSES. Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding. No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein,all references to"day(s)"shall mean calendar day(s). Bid Security and Bonds: Bid Security in the form of Cashier's Check, Certified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up-load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall be delivered to: Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive,Pearland,Texas 77581. 07-2017 00100-2 of 3 CITY OFPEARLAND INVITATION TO BID The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent (100%) of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, and named in the current list of"Treasury Department Circular No. 570", naming the City of Pearland, Texas as Obligee. Additionally, the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work,as provided in the Special Conditions of Agreement. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color,religion, sex, or national origin. Nondiscrimination: The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252,42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations,Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement,minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBE/SBE Goal: The Disadvantaged Business Enterprise(DBE)goal for this project is 0%. The Small Business Enterprise (SBE) goal for this project is 0%. DBEs and SBEs selected must be TxDOT approved. Race neutral participation is encouraged and can be achieved through various supplier and subcontracting opportunities. Selection Criteria: The Contract is to be awarded on the basis of Lowest Responsible Bidder. In identifying this criteria the City will consider: 1) lowest total bid price for all work listed and specifically requested, including but not limited to: Base Bid, Extra Work items and selected Alternates. The City of Pearland reserves the right to award a contract based on any combination of the above considered to be in its best interests or to reject any or all bids. A bid that has been "opened" may not be changed for the purposes of correcting an error in the bid price. Young Lorfing,TRMC City Secretary, City of Pearland First Publication date August 2,2017 Second Publication date August 9,2017 07-2017 00100-3 of 3 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Section 00200 INSTRUCTIONS TO BIDDERS 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. 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 (including all Addenda issued prior to receipts of bids). 1.3 The term"E-bid System"refers to the City's electronic bidding system. This is a web- based system that provides all Bid Documents electronically to potential Bidders and forms the pathway for interested Bidders to submit bids in response to advertisement and invitation. The term "e-bid" and/ or "electronic bid" means the Bidders' electronic response submitted on the electronic Bid Proposal 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 process to submit an authorized bid to the City in response to an Invitation to Bidders. 1.4 The term "Pro-Trak" means the City's web-based contract administration and construction records management system used by involved parties to administer the project. This system serves as the web accessed centralized information distribution hub for communications and document management, pay application processing and record retention for all project documentation. Operational instructions for 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). 2. Registration for E-bid System 2.1 The Owner's E-bid System is accessible via the City's web site at https://pearland.ionwave.net/Login.aspx. Bid documents can be viewed by simply selecting a specific project from the BID OPPORTUNITIES list and clicking on that project AFTER registration as a Supplier. Potential 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) 07-2017 00200-1 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS (1" . Select the appropriate Time Zone for the Bidder's location and whether that location observes Daylight Savings time. Complete the registration information providing all required contact information and establish password security for the E-bid System. Once complete, "suppliers" will receive emails notifying of bid opportunities. Downloading any project bid data will automatically place the bidder's contact information on the list of plan holders list and the E-bid System will automatically send any and all updates, changes or addenda 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 from the City or its Engineer. 3.2 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 bidding to a Bidder, register as a Supplier and download the project Bid Documents. 3.3 Complete sets of Bidding Documents must be used in preparing Bid Proposals; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents including,but not limited to all Addenda issued prior to bid. 3.4 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bid Proposals on the Work, and do not confer a license or grant for any other use. 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: �'` 1) A brief narrative of previous experience of the Bidder with projects of a similar nature and ` scope; including a list of 5 representative projects completed by the Bidder of a similar nature 07-2017 00200-2 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS 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; 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 name,address and telephone number of references for 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 deemed as current assets less current liabilities. A Bidder's net working capital shall be considered evidence of the Bidder's ability to provide sufficient financial management of the project being bid. The Bidder's Financial Statement shall be clearly and conspicuously marked as "confidential", and shall be deemed and treated as confidential and excepted from the Public Information disclosure requirements of Texas Government Code Section 552.001 et seq., as such information, if released, would give advantage to a competitor or bidder, and/or would cause substantial competitive harm to Bidder. 5. Examination of Contract Documents and Site 5.1 It is the responsibility of each Bidder before submitting a Bid Proposal, to (a) examine the Bidding Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost,progress,performance or furnishing of the Work, (c)consider federal,state and local laws and regulations that may affect cost, progress,performance or furnishing of the Work, (d)study and carefully correlate Bidder's observations with the Contract Documents,and (e) notify Engineer of all conflicts, errors, omissions or discrepancies in the Contract Documents,(f)to recognize and plan for use of the City's"Pro-Trak"software to administer the construction process and perform the work of the project. 5.2 Any reports of explorations and tests of conditions at the site which have been utilized by the Engineer in preparation of the Contract Documents will be made available to Bidders for review,but such reports are not part of the Contract Documents. Bidder may not and should not rely upon the accuracy of the data contained in such reports, interpretations or opinions contained therein, or the completeness thereof, for the purposes of bidding or construction. 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, 07-2017 00200-3 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS (0—•1 progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid Proposal prices for performing and furnishing the Work in accordance with the Contract Time, Contract Price and other terms and conditions of the Contract Documents. 5.5 On request in advance, Owner will provide each prospective Bidder access to the site to conduct such explorations and tests as each prospective Bidder deems necessary for submission of a Bid Proposal. Prospective Bidders shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. 5.6 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands, access thereto or contractual arrangements for use by the Contractor required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5.7 The submission of a Bid Proposal will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4,that without exception the Bid Proposal is premised upon performing and furnishing all of the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in, required by or reasonably inferred from the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6. Interpretations and Addenda 6.1 All questions about the meaning or intent of the Contract Documents are to be directed to Engineer. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered or transmitted by electronic means to all registered Bidders in the City's E-bid System. Questions received less than five (5) days prior to the date for opening of Bid Proposals may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. Addenda will automatically be made available to all registered Bidders that have downloaded Bid Documents from the City's E-bid System. 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 07-2017 00200-4 of 8 CITY OFPEARLAND INSTRUCTIONS TO BIDDERS 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 selected materials and equipment described in the Plans or specified in the Specifications without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Plans or specified in the Specifications that a substitute or"or-equal" item of material or equipment may be furnished or used by the Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Agreement becomes effective. All "or-equal" references shall be interpreted to mean "or approved equal". 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. All E-bids must be submitted on the City's official E-bid System Bid Proposal document. All blanks on the Bid Proposal form must be completed or filled in. The Bidder shall bid all Alternates, if any. Incomplete Bid Proposals may be cause for rejection. 11.2 Bid Proposals by corporations must be executed in the corporate name by the president or a vice-president(or other corporate officer accompanied be evidence of authority to sign)and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The 07-2017 00200-5 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS corporate address and state of incorporation must be shown below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.3 Bid Proposals by partnerships must be executed in the partnership name and signed by a general partner, whose title must appear under the signature, and if a corporate general partner, executed as required above for corporations and the official address of the partnership must be shown below the signature. All names must be typed or printed below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.4 The Bidder shall acknowledge receipt of all Addenda (the number of which must be filled in on the Bid Proposal form). 11.6 The address and telephone number for communications regarding the Bid Proposal must be shown on the Bid Proposal form. 12. Submission of Bid Proposals 12.1 The place, date and/or time designated for opening Bid Proposals may be changed in accordance with applicable laws, codes and ordinances. Any such changes to the Bid Schedule shall be made by Addenda. 12.2 Electronic Bids shall be submitted per the requirements, instructions, terms and conditions as stated in the registration and submittal instructions of the City's E-bid System electronic bidding software. All Bidders utilizing this system MUST register as a potential supplier, (Bidder). E-Bids are submitted directly via the City's Web based system located at https://pearland.ionwave.net/Login.aspx. Bid Proposals submitted after the bid date and time will be rejected. 13. Modification and Withdrawal of Bid Proposals 13.1 Prior to submission, E-bid Bid Proposals may be modified or withdrawn without prejudice. 13.2 Once submitted, Bid Proposals may only be modified by an appropriate document duly executed (in the manner that a Bid Proposal must be executed) and delivered to Office of City Purchasing, City Hall Annex, 3523 Liberty Drive, Pearland, Texas 77581 and submitted any time prior to the opening of Bid Proposals. 13.3 A Bidder may not modify or withdraw its Bid Proposal by facsimile or verbal means. A withdrawn Bid Proposal may be resubmitted prior to the designated time for opening Bid Proposals. No bid may be withdrawn or terminated for a period of ninety(90) days subsequent to the bid opening date without the consent of the City of Pearland. 13.4 If,within twenty-four(24)hours after Bid Proposals are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material mistake in the preparation of its Bid Proposal, that Bidder may request to withdraw its Bid Proposal and the bid security may be returned or,at the discretion of the Owner, Owner may make a claim against the bid security. Thereafter,that 07-2017 00200-6 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Bidder will be disqualified from further bidding on the Project to be provided under the Contract Documents. 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. Bid Proposals, in their entirety, shall be open for public inspection after the contract is awarded, with the exception of any trade secrets or confidential information contained therein, provided Bidder has expressly identified any specific information contained therein as being trade secrets or confidential information. 15. Bid Proposals to Remain Subject to Acceptance 15.1 All Bid Proposals will remain subject to acceptance for ninety(90) days after the day of the Bid Proposal opening, but Owner may, in its sole discretion, release any Bid Proposal and return the bid security prior to that date. 16. Award of Contract 16.1 Owner reserves the right to reject any and all Bid Proposals, to waive any and all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. Owner may reject a bid as non-responsive if: 1) Bidder fails to provide required Bid Security; 2) Bidder improperly or illegibly completes or fails to complete all information required by the Bidding Documents; 3)Bidder fails to sign the Bid Proposal or improperly signs the Bid Proposal; 4) Bidder qualifies its Bid Proposal; 5) Bidder tardily or otherwise improperly submits its Bid Proposal; 6) Bidder fails to submit the Qualifications of Bidder as required under section 4 of these Instructions to Bidders; or 7) Bid Proposal is otherwise non-responsive. Contracts are awarded on the basis of one of the following criteria: A)provision of the"Best Value"or B)Lowest Responsible Bidder 16.2 Best Value. In determining the best value for the Owner, and in determining to whom to award a contract, Owner may consider: 1) purchase price; 2) reputation of the Bidder and Bidder's goods or services;3)quality of Bidder's goods or services;4)extent to which the goods or services meet the Owner's needs; 5)Bidder's past relationship with the Owner; 6)impact on the ability of Owner to comply with laws and rules relating to contracting with historically underutilized businesses and nonprofit organisations employing persons with disabilities; 7) total long-term cost to Owner to acquire Bidder's goods or services; 8) the Qualifications of Bidder; and 9) any other relevant criteria specifically listed in the Bidding Documents. A contract to be awarded to the Bidder offering the Best Value may be let on either a lump sum basis or a unit cost basis dependent on the Bid Proposal format. 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 and Alternates, 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 07-2017 00200-7 of 8 City of Pearland Texas (City of Pearland Texas) Supplier Response Bid Information Contact Information Ship to Information Bid Creator Julie Blackmore Buyer Address 3523 Liberty Drive Address Email jblackmore@pearlandtx.gov Phone 281 (652) 1790 Pearland,TX 77581 Fax Contact Contact Bid Number 0717-51 Addendum 1 Department Department Title Hatfield Road Paving Building City Hall Annex Building Improvements Project Bid Type Invitation to Bid Floor/Room Floor/Room Issue Date 8/3/2017 04:30 PM(CT) Telephone 281 (652) 1790 Telephone Close Date 8/17/2017 02:00:00 PM(CT) Fax 281 (652) 1738 Fax Email ebids@pearlandtx.gov Email Supplier Information Company AAA Asphalt Paving Inc Address 10526 Tanner Rd Houston, TX 77041 Contact Department Building Floor/Room Telephone (713)896-7373 Fax (713)896-8889 Email lisa@aaa-asphalt.com Submitted 8/17/2017 10:33:35 AM(CT) Total $774,082.50 By submitting your response,you certify that you are authorized to represent and bind your company. Signature Lisa Yeppez Email lisa@aaa-asphalt.com Supplier Notes Bid Notes City of Pearland is accepting bids for a project that involves in-place recycling of existing asphalt pavement and 2"asphalt overlay on Hatfield Road from Tyler Street to Hickory Slough. Bid Activities Date Name Description 8/10/2017 02:00:00 PM Non-mandatory Pre-Bid Meeting Pre-Bid Meeting to discuss project. This is a non-mandatory meeting. (CT) Bid Messages 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 1 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS to the Notice of Award. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. A contract to be awarded to the Lowest Responsible Bidder may be let on either a lump sum basis or a unit cost basis dependent on the Bid Proposal format. Acceptance of any and all bids may be conditioned on compliance with the requirement for attendance of the mandatory pre-bid meeting. 16.4 In either case, Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid Proposal and to establish the responsibility,qualifications and financial ability of Bidders, proposed Subcontractors, suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents, to Owner's satisfaction,within the Contract Time. 16.5 Each Bidder agrees to waive any claim it has or may have against the Owner, the Professional/Engineer, and their respective employees, arising out of or in connection with the administration,evaluation,or recommendation of any bid. 17. Contract Security 17.1 When the Successful Bidder delivers the executed Standard Form of Agreement to Owner, it must be accompanied by the Performance, Payment, Maintenance and Surface Correction Bonds required by the Contract Documents. Bonds may be on the forms provided herein or an equal form containing no substantive changes, as determined by Owner. 18. Signing of Agreement 18.1 When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Standard Form of Agreement, and the required Performance and Payment Bond forms. Within ten (10) days thereafter Contractor shall sign and deliver the required number of counterparts of the Standard Form of Agreement to Owner with the required Bonds. Within ten (10) days thereafter, Owner shall deliver one fully signed counterpart to Contractor. There shall be no contract or agreement between Owner and the Successful Bidder until proper execution and attestation of the Standard Form of Agreement by authorized representatives of the Owner. 19. Pre-bid Conference 19.1 A pre-bid conference will be held as indicated in the Invitation to Bid. 20. Retainage 20.1 Provisions concerning retainage are set forth in the Contract Documents. (r", END OF SECTION 07-2017 00200-8 of 8 CITY OF.PE 41.01) BID PROPOSAL nSection 003001 B.14-PROPOSAL Date: 7S— II — fl , Bid of '' ; IN s ' t et .,lt.it..,",:an.tndividuat'proprietorshtp/a. An''-ckij ---r • • • • • 4,4 ., . . ... , " .„ corporation organized a d'eX;istillg'41100110',liws of the State of Texas fa partnership'consisting :of ,fOrtheconstruction-of: Hatfield Road ra*ingjinproveutepts•TrOjeet city or poatimid;Teitis .:010310.4 0717-51 (Submitteditt Eleetronic format) . . . .. To The'HOnoraWe Mayo! and City COuneil:nf Peat land City of Pearland 3519 tibertyDriVe Pearland,Texas115g1 nrsuant , P to the:ptiblithed Invitation to Bid. ders- and instrtictiOns:-to,Bidders, the undersigned. , . Bidder hereby propeses-toperfOrm all the Nyork.,and:ifiltrnisly all necessary superintendence,labor, machinery, equipment, tools and materials,arid-WhateVer:else may be necessary to complete all the workdescribediq Or reasonably hatable from the Contractp2ocutnent&for the construCtiOnof n the Hatfield Road 'Paving-Improyements. Project With, all related appurtenances, -complete, tested, and-Opotationa4 in AecOrdanCeAVithlhellana and Specifications prepared.by the Engineer, ARKK-Engineers LLC 713-40047:55 Douglas.$radfora, P-.E,-for the unit prices or applicable prices,set forth in Exhibit:‘,-,A",-.the electronic bid fOrrn as contained in the City7s E-bid system, which,once anitstdittatia,shattotigtitnten ildgatItia.tXettitAblO'prdpdsai.froiii the Bidder. It is understood.that,inAboeventany-thanges:areordered on any part of the.Work, the applicable unit prices bid shall apply as:additions to or deductions fiorn the total prices for the parts-of the Virork so,Changed. The Bid Security required under the Instructions to43idders.is-included:andha$ been,uploaded as an attachment:within the;0,6idsystemnn&thnt:d,full$executed,signed and sealed hard copy has been delivered to the. Office of City T!ntehasing,:finnne .Department, City Hall Annex, 3523 Liberty.DriVe,Peadand,Texas-77581, , . . The:-.13idderateep's to submit to the Owner the,OtialitteatiOth.of Bidder„.including the Financial Statement of Bidder,wrequired::bylhe:WtructiOnsle-113idders if requested to do sons a condition Of the Bid review. The Bidder binds himself,. upon acceptance of hiS:prOpOsal, to: execute the Standard FOritt of Agreement and fttrniSkAnneclelitAWP POde4111040'atiti Payment Bond.and One-Yeat Maintenance Bond,each in the amount of one hundred,percent(100%)of the total.Contract:Price, according:ta the forms included in Aho-: Contract;Documents, toy petionning and completing the said -work within the- time stated and- for the'prices stated:in Part B.of this:proposal along with all reqtiired inatiratice in the required ainotnitS., Bidder's Initial s:,AA, _,_, 07-2017 0p el.-1 9 2 CITYDFPEARLAND BID!PROPOSAL Cill'N The..nOrlersigned Bidder agrees to commence-work-within 10 days of the date-Of:a Written Notice ta.Proceed. It is.understOOd that the Work is to be Substantially Complete within one,hundred and twenty(120)days-after the date:of the Notice 19,:Pmeeed. Time for Substantial Cbmpletion.shall -----------begin-on-the date established by the-Notice-tO,-Proeeed. --thfrOolitiiactor-, 11 pay loTdato0 ---—-- damages in the.amount(s) specified in Document tiOSOQ. -:Standard Form of Agreement, in the, event the Wark is.not Substantially Completemi thin:the:Contract Time.. The ;undersigned agrees that the amounts bid in This gid. 14Topos01: will not be with0awri oi. modified lot.ninety (90) cisys. following date of Bid 1.).9p040 opening, or such longer period as maybe agreed to iti,writing by the City of Pearland nd Bidder. It is understood that in the'event the Successful:Bidder fails to enter;ihto the Standard Form.of: ,.. Agreement .and/or to furnish an acceptable Perfatinatiee,.and.Payment Band-and '00.0:Year- ..Maintenailed Bond,each in-the-'amaunt-of 00.10:idred 000pprcerit of the Qontra:et Puce;:along With:,all:required i nsura ace in the amounts-within ten(10)sdaySz Of Mt Notice of Awafd; the . . . Sticcessful-Bidder will forfeit the aid:,security as provided in.TheiltiStraCtiatiS..*BidderS, TWOS- btherWisd expres4ly povicied'boreiii,,alj:refoppecs to:(day(s)?''Sbal I mean:calendar:day(S).- the..Bidder acknowledges that the following Addenda have beeniitdOeiVect, The modifications to the Bidding Documents noted Therein have been considered,:qp4 all costs Aliereta ate included in thppic!prppesai.prices. ,..4.. Addendum No.: i Date:-2'-1 1---,1:i t Addendum No,: ;Date::-_ Addendum NO:: Date: .AddendutniSlo.: Date:. (aul" . ... . . ,. Bidder-hereby represents that the only person ot:parties interested-in this offei as piincipals ete-,,. Those named.. .Bidder has not directly-0 igclitotlY entered'into 04y..agicemo*.;.g.py:41patc4 in any collusion,or otherwise taken any action.el&reStmirit office cOmpetitive,'.bidding., Finn , . .,. . . . . . Title: Pr-e's 1 obi-44 , Addtess. CLISa _a_422eCILAtiag-t". ' '' '.. ' rl. I ' t4,i 1.;-< . 10 Phone Nn: -1:17. —S9te- 1.7 bi ATTEST: „ VY\.1 Ckst 0,R.,-1, a 4e. ---CeNc‘..0*-1 : • c(Seat,if Bidderiis.EfCorporatin0 :(Typed at:Printed,:N ite) .: . ,, . . :Date: lb - .7 • .....- f 1 ...-----) END OF,'Sc17.1-(N i I .: Pi4c10e011itill7s;&-. 07-2017 !0030.0.4 412' r\' Bid Attributes Please review the following and respond where necessary # Name Note Response 1 Insurance Requirement Acknowledgement I have read and agree to the City of Pearland's Contractor I agree Insurance Requirements&Agreement. 2 Local Bidder Preference Claim Form Bidder claims Pearland local bidder preference,pursuant Yes, I have included a notarized to provisions of Local Bidder Preference claim form and copy with my bid. Texas Local Government Code,Chapter 271.9051. 3 Conflict of Interest Questionnaire I am submitting a completed and signed copy of the Yes Conflict of Interest Questionnaire. 4 Non-Collusion Statement I am submitting a completed and signed copy of the Yes Non-Collusion Statement. 5 Bid Security Bidder understands and has completed the following:Bid I agree Security required by Bid Specifications has been uploaded as an attachment within the E-bid system and,a fully executed,signed and sealed hard copy of the Bid Bond has been delivered to the Office of City Purchasing, Finance Department, 2nd Floor,City Hall,3519 Liberty Drive,Pearland,Texas,77581. 6 Normal Business Hours Please state your normal business hours in which 7-5 standard hourly rates will apply. 7 Emergency Service If emergency or after hours service is required,can your Yes company respond? 8 Phone Number Please state the phone number that should be called 713-898-6577 during normal working hours if the City of Pearland requires service. 9 Emergency Phone Numbers Please list the phone numbers that should be called if the Rayferd Colbum 713-898-6577 City of Pearland requires service after hours,on a weekend,or on a holiday. Please also provide the contact name for each phone number given. C 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 2 of 8 Line Items C`,# Qty UOM Description Response 1 1 Hatfield Road from Tyler Street to Hickory Slough $488,470.00 Item Notes: Supplier Notes: Package Line Items: # Qty UOM Description Response 1.1 1 LS Mobilization(Not to exceed 3%of total bid) 10,000.00 Item Notes: 01505 Supplier Notes: 1.2 1 CA Miscellaneous Allowance,for use by City for general construction items,as directed and 25,000.00 approved by the Engineer($25,000): Item Notes: 01100 $25,000 Supplier Notes: 1.3 300 LF Reinforced filter fabric fence,complete in place,the sum of: 3.50 Item Notes: 01561 (II"k\ Supplier Notes: 1.4 30 EA Inlet protection barrier,complete in place,the sum of: 125.00 Item Notes: 01571 Supplier Notes: 1.5 1 LS Traffic Control and Regulation,including flagmen,signs,barrels,barricades,relocating and 15,000.00 replacing existing signs,complete in place,the sum of: Item Notes: 01555 Supplier Notes: 1.6 150 SY Mill and dispose 2"existing asphalt pavement,complete in place,the sum of: 40.00 Item Notes: 02500 Supplier Notes: C t 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 3 of 8 C".\I 1.7 2,100 SY Full depth base repair,including sawcutting, excavation,placement and compaction of 8"cement 45.00 stabilized sand subgrade and 8"flexible base material,complete in place,the sum of: Item Notes: 02710 Supplier Notes: 1.8 14,500 SY In-place Recycling of existing asphalt pavement(8"minimum depth),including pulverization of 3.75 existing material,application of cement slurry,mixing,shaping,grading,compacting and curing, complete in place,the sum of: Item Notes: 02244 Supplier Notes: 1.9 340 TON Cement slurry for asphalt recycling(7%minimum by dry weight), complete in place,the sum of: 245.00 Item Notes: 02244 Supplier Notes: 1.10 1,830 TON 2"HMAC Type D overlay, includes tack coat,complete in place,the sum of: 90.00 Item Notes: 02741 Supplier Notes: 1.11 2,600 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),4"yellow,solid and 0.75 broken lines,complete in place,the sum of: Item Notes: 02582 Supplier Notes: 1.12 10,500 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),4"white,solid and 0.75 broken lines,complete in place,the sum of: Item Notes: 02582 Supplier Notes: 1.13 100 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666), 12"white,complete 6.00 in place,the sum of: Item Notes: 02582 Supplier Notes: C 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 4 of 8 1.14 50 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),24"white,complete 9.00 in place,the sum of: Item Notes: 02582 Supplier Notes: 1.15 40 EA Raised reflective pavement markers(per TxDOT Item 672),Type II-A-A,complete in place,the 7.00 sum of: Item Notes: 02582 Supplier Notes: 1.16 20 EA Raised reflective pavement markers(per TxDOT Item 672),Type I-C,complete in place,the 7.00 sum of: Item Notes: 02582 Supplier Notes: 1.17 500 TON Extra crushed concrete or stone flexible base material as needed,complete in place,the sum of: 35.00 Item Notes: 02710 Supplier Notes: 1.18 5 EA Adjust existing valve box to final grade,complete in place,the sum of: 400.00 Item Notes: 02633 Supplier Notes: 2 1 Hatfield Road from Hickory Slough to City Limits $203,837.50 Item Notes: Supplier Notes: Package Line Items: # Qty UOM Description Response 2.1 500 LF Reinforced filter fabric fence,complete in place,the sum of: 3.50 Item Notes: 01561 Supplier Notes: 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 5 of 8 r\. 2.2 10 EA Item Notes: 01571 Inlet protection barrier,complete in place,the sum of: 1.25 Supplier Notes: 2.3 1 LS Traffic Control and Regulation,including flagmen,signs,barrels,barricades,relocating and 4,500.00 replacing existing signs,complete in place,the sum of: Item Notes: 01555 Supplier Notes: 2.4 1,000 SY Full depth base repair,including sawcutting,excavation,placement and compaction of 8"cement 45.00 stabilized sand subgrade and 8"flexible base material,complete in place,the sum of: Item Notes: 02710 Supplier Notes: 2.5 6,800 SY In-place Recycling of existing asphalt pavement(8"minimum depth),including pulverization of 3.75 existing material,application of cement slurry,mixing,shaping,grading,compacting and curing, complete in place,the sum of: Item Notes: 02244 Supplier Notes: Cra"\ 2.6 160 TON Cement slurry for asphalt recycling(7%minimum by dry weight),complete in place,the sum of: 245.00 Item Notes: 02244 Supplier Notes: 2.7 860 TON 2"HMAC Type D overlay,includes tack coat,complete in place,the sum of: 90.00 Item Notes: 02741 Supplier Notes: 2.8 1,400 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),4"yellow,solid and 0.75 broken lines,complete in place,the sum of: Item Notes: 02582 Supplier Notes: 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 6 of 8 2.9 5,700 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),4"white,solid and 0.75 broken lines,complete in place,the sum of: Item Notes: 02582 Supplier Notes: 2.10 30 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),24"white,complete 15.00 in place,the sum of: Item Notes: 02582 Supplier Notes: 2.11 100 TON Extra crushed concrete or stone flexible base material as needed,complete in place,the sum of: 35.00 Item Notes: 02710 Supplier Notes: 2.12 3 EA Adjust existing valve box to final grade,complete in place,the sum of: 400.00 Item Notes: 02633 Supplier Notes: C 3 1 Jasper Road from FM 518 to Hatfield Road $81,775.00 Item Notes: Supplier Notes: Package Line Items: # Qty UOM Description Response 3.1 40 LF Rock Filter Dam(Type 1),complete in place,the sum of: 125.00 Supplier Notes: 3.2 1 LS Traffic Control and Regulation,including flagmen,signs,barrels,barricades,relocating and 4,500.00 replacing existing signs,complete in place,the sum of: Item Notes: 01555 Supplier Notes: 3.3 350 SY Full depth base repair,including sawcutting, excavation,placement and compaction of 8"cement 45.00 stabilized sand subgrade and 8"flexible base material,complete in place,the sum of: Item Notes: 02710 Supplier Notes: 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 7 of 8 3.4 2,400 SY In-place Recycling of existing asphalt pavement(8"minimum depth),including pulverization of 3.75 existing material,application of cement slurry,mixing,shaping,grading,compacting and curing, complete in place,the sum of: Item Notes: 02244 Supplier Notes: 3.5 60 TON Cement slurry for asphalt recycling(7%minimum by dry weight), complete in place,the sum of: 245.00 Item Notes: 02244 Supplier Notes: 3.6 300 TON 2"HMAC Type D overlay, includes tack coat,complete in place,the sum of: 90.00 Item Notes: 02741 Supplier , Notes: 3.7 600 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),4"yellow,solid and 0.75 broken lines,complete in place,the sum of: Item Notes: 02582 Supplier r.\, Notes: 3.8 1,900 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),4"white,solid and 0.75 broken lines,complete in place,the sum of: Item Notes: 02582 Supplier Notes: 3.9 30 LF Type I reflective pavement markings,(thermoplastic,per TxDOT Item 666),24"white,complete 15.00 in place,the sum of: Item Notes: 02582 Supplier Notes: 3.10 100 TON Extra crushed concrete or stone flexible base material as needed,complete in place,the sum of: 35.00 Item Notes: 02710 Supplier Notes: Response Total: $774,082.50 0717-51 Addendum 1 -AAA Asphalt Paving Inc-Page 8 of 8 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 AAA Asphalt Paving, Inc. (hereinafter called CONTRACTOR). OWNER and CONTRACTOR,in consideration of the mutual covenants hereinafter set forth,agree as follows: Article 1. WORK CONTRACTOR shall complete all work as specified or indicated in or reasonably inferable from the Contract Documents(hereinafter the"Work"). The Work is generally described as follows: Hatfield Road Paving Improvements Project City of Pearland,Texas BID NO.: 0717-51 Article 2. ENGINEER The Work has been designed by Douglas Bradford,P.E.with ARKK Engineers,LLC located at 7322 Southwest Fwy., Suite 1040, Houston, TX 77074 who is hereinafter called ENGINEER and who is to assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME 3.1 The Work will be Substantially Complete (as defined in Article 1 of the General Conditions) within one hundred and twenty (120) 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 fifty (150) 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 fmancial 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 four hundred dollars ($400.00) 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, 4-2015 00500-1 of 7 CITY OFPEARLAND STANDARD FORM OF AGREEMENT C.'s\ 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 four hundred dollars ($400.00) for each day that expires after the time specified in the Certificate of Substantial Completion for completion and readiness for Final Payment. 3.3 Inspection Time. Working hours for the Pearland Inspection personnel are from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding City approved holidays. The Contractor shall notify the OWNER of any required inspection overtime work at least 48 hours in advance and shall pay the overtime wages for the required City inspections. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for completion of the Work in strict accordance with the Contract Documents in current funds $774,082.50 (the"Contract Price"). The Contract Price includes the Base Bid and Alternates #1 and #2, as shown in Document 00300—Bid Proposal. Article 5. PAYMENT PROCEDURES CP"\, 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 written recommendation of the ENGINEER pay a reasonable and equitable portion (1111 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 4-2015 00500-2 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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 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 4-2015 00500-3 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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 37 inclusive with attachments with each sheet bearing the following general title: Hatfield Road Paving Improvements Project. 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. 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 4-2015 00500-4 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 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 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. 4-2015 00500-5 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 9.9 The headings of the paragraphs are included solely for the convenience of reference and if there is any conflict between the headings and the text of this Contract, the Contract text shall control. 9.10 The waiver of any breach hereof shall not constitute a waiver of any subsequent breach of the same or any other provision hereof. Failure by the OWNER in any instance to insist upon observance or performance by CONTRACTOR shall not be deemed a waiver by CONTRACTOR of any such observance or performance. No waiver will be binding upon OWNER unless in writing and then will be for the particular instance only. Payment of any sum by OWNER to CONTRACTOR with knowledge of any breach or default will not be deemed a waiver of such breach or default or any other breach or default. 9.11 The CONTRACTOR acknowledges that the OWNER(through its employee handbook)considers the following to be misconduct that is grounds for termination of an employee of the OWNER: Any fraud, forgery,misappropriation of funds, receiving payment for services not performed or for hours not worked,mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants,and/or collecting reimbursement of expenses made for the benefit of the OWNER. The CONTRACTOR agrees that it will not, directly or indirectly; cause an employee of the OWNER to engage in such misconduct. 9.12 The CONTRACTOR agrees to comply with Appendix A(attached)of the City of Pearland's Title VI Nondiscrimination Plan Assurances. 4-2015 00500-6 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and one to CONTRACTOR. This Agreement will be effective upon execution and attestation by authorized representatives of the City of Pearland and upon the following date: 1,•1-e.114.er old OWNER: CONTRACTOR: CITY OF PE AAA Asphalt Paving, Inc. By: B - Title: G Titlegr-e S► G e.AAJ Date: rLolr Date: 0--(710 --'/ (Corporate Seal) AT TEST A.A..ea, ATTEST1111-etptLisi Address for giving notices . � ' I SE .0 —1 C .o�; .t•- (X1 y 1 17 Ol•1- /\ Phone: 113—Vic)— 3 3 Fax: T 1 3 —T 9 'EC 1 Agent for service of process: (YA 0.34 . t-LX-CneNs:24(\ END OF SECTION (1-\ 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. C c� Bond No.TXC609491 . CITY OF PEARLAND PERFORMANCE BOND (7, Section 00610 PERFORMANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That AAA Asphalt Paving, Inc. of the.City of Houston. County of Harris, and State of Texas, as principal, and Merchants Bonding Company(Mutual) 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$ 774,082.50 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 ® day of Sep , 201'1 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Hatfield Road Paving Improvements Project City of Pearland,Texas BID NO.:0717-51 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 ,C1TYOFPEARLAND PERFORMANCE BOND • IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this AO day of t e wtL,--er ,20 11. Principal: Surety: AAA Asphalt Paving,Inc. Merchants Bondinn. Company(Mutual) . • I��y J By: ^ • Title: Pr 4:5 ( Title: Scott D. Chapman, Attorney-in-F ct Address: Address: 10526 Tanner Road 9500 Arboretum Blvd., Ste. 100 Houston,TX 77041 Austin,TX 78759 Telephone: (713) 896-7373 Telephone: (512) 241-4500 Fax: (713) 896-8889 Fax: (512) 243-3854 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 MERCHANTIN\ CIPIN BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint, individually, Barbara K Sachi; Cheryl R Colson; Cynthia Haslam; Debra.L Buckner; Elaine Lewis;Jeanne M Buchan;Justin McQuain; Keith M Illa; Kevin McQuain; Lillian M Pitcher; Malia E Mann; Misty Witt; Nancy J Portugal; Pamela C Martinson; Rosalyn D Hassell; Scott D Chapman;Timothy J Maley their true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: TEN MILLION($10,000,000.00)DOLLARS This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. 'The President,Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation.It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30 days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 26th day of February , 2016 . `•��aaA(►ONq�(1111.‘ °••,;- • ��N, ,, ,o•• MERCHANTS NATIONAL BONERCHANTS BONDING DING,ANY(NC.UAL) yroopOk4 OO �O• ;ARPOgq.gy. -O- `2:C. - •r-:Z -o- o: =�•• •2003 gin`; 4,t 1933 ;c J =• .yJ• • ,►• B . Y ., STATE OF IOWA �.,,........an,.`` ......• COUNTY OF Dallas ss. President On this 26th day of February , 2016 ,before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.;and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. p.144WENDY WOODY i�- Commission Number 784654 . My Commission Expires �owP June 20,2017 Notary Pub6 , County,Iowa (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of < ;may?o�OR •�pP09�� '9$0 -•t's �= '• _ Secretary 2003 933:yJ. CC' • POA 0014 (6/15) "" Bond No. TXC609491 CITY OFPEARLAND PAYMENT BOND Section 00611 PAYMENT BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That AAA Asphalt Paving, Inc. of the City of Houston, County of Harris, and State of Texas, as principal, and Merchants Bonding Company(Mutual) authorized tender the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee (Owner),in the penal sum of$ 774.082.50 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 IN day of-5 ke h-ter , 20 11 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Hatfield Road Paving Improvement Project City of Pearland,Texas BID NO.: 0717-51 (7. 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 Iabor or material to him or a subcontractor in the prosecution of the Work provided for in said Contract,then,this obligation shall be void;otherwise to remain in full force and effect; PROVIDED,HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond,and it does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. 07/2006 00611-1 of 2 CITY OF PEARLAND PAYMENT BOND • IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this " .O day of 5�p 1-eV19-ear ,2011. Principal: Surety: AAA Asphalt Paving, c. Merchants Bonding Company(Mutual) By�"7.tc & -J • 4By: Title: Qf 12- S l Title: Scott D. Chapman, Attorney-in-Fac .- I -_ Address: Address: - 10526 Tanner Road 9500 Arboretum Blvd., Ste. 100 Houston,TX 77041 Austin, TX 78759 Telephone: (713) 896-7373 Telephone: (512) 241-4500 Fax: (713) 896-8889 Fax: (512)243-3854 C'' NOTICE:THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THL TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL-FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 0712006 00611-2 of 2 MERCHANT BONDING COMPANY-. POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint, individually, Barbara K Sachi; Cheryl R Colson; Cynthia Haslam; Debra L Buckner; Elaine Lewis;Jeanne M Buchan;Justin. McQuain; Keith M Illa; Kevin McQuain; Lillian M Pitcher; Malia E Mann; Misty Witt; Nancy J Portugal; Pamela C Martinson; Rosalyn D Hassell; Scott D Chapman;Timothy J Maley their true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: TEN MILLION($10,000,000.00)DOLLARS This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. "The President,Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation.It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 26th day of February , 2016 . """,,," '•..... MERCHANTS BONDING COMPANY(MUTUAL) °aP�.tOOR 'O • OaOO��Po�4 I. MERCHANTS NATIONAL BONDING,INC. LVz 003 '�- y 1933 J J�. By47(‘5, 7� • STATE OF IOWA ''�.�• •••��.... •'• `,\- COUNTY OF Dallas ss. President On this 26th day of February , 2016 ,before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.;and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. OA( WENDY WOODY • z�C� Commission Number 784654 (/Sri My Commission Expires June unene 20.2017 Notary Pub!, , County,Iowa ilk (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of 1%O144' ..... ;•c$ 6'C04/••. . ;may aoR p •0OCO�PU�q:9 !/ -0- .0• ►co: �; •�% -z: �: Secretary �a =1933 - i/'•*"'• .,,•• '•.• POA 0014 (6/15) Bond No. TXC609491 CITY OFPE'ARLAND ONE-YEAR MAINTENANCE BOND Section 00612 ONE-YEAR MAINTENANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That AAA Asphalt Paving, Inc. of the City of Houston, County of Harris, and State of Texas, as principal, and Merchants Bonding Company(Mutual) 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$774,082.50 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 o`tiO day of S elf)-4-ew1 6-4' , 20 11 , (the "Contract") to commence and complete the construction of certain improvements described as follows: Hatfield Road Paving Improvements Project City of Pearland,Texas BID NO.: 0717-51 which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully correct all such work not in accordance with the Contract Documents discovered within the one-year period from the date of substantial completion, then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED,HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in any way affect its obligation on this bond,and it does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the contract, or to the work to be performed thereunder. 07/2006 00612- 1 of 2 CITY OFPEARLAND ONE-YEAR MAINTENANCE BOND • IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this a.A day of S-epi-evn ba,Y- ,20 1. Principal: Surety: AAA Asphalt Paving, c. Merchants Bonding Company(Mutual) Byr By:- 32rfel9C9 - - - - �j ► Title:Or S ( ati,t j Title: Scott D Chapman, Attprrey-in=Fact Address: Address: 10526 Tanner Road 9500 Arboretum Blvd., Ste. 100 Houston,TX 77041 Austin,TX 78759 Telephone: (713) 896-7373 Telephone: (512)241-4500 Fax: (713) 896-8889 Fax: (512) 243-3854 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 MERCHANfN, BONDING COMPANY. - POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint, individually, Barbara K Sachi; Cheryl R Colson; Cynthia Haslam; Debra L Buckner; Elaine Lewis;Jeanne M Buchan; Justin McQuain; Keith M Illa; Kevin McQuain; Lillian M Pitcher; Malia E Mann; Misty Witt; Nancy J Portugal; Pamela C Martinson; Rosalyn D Hassell; Scott D Chapman;Timothy J Maley their true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of TEN MILLION($10,000,000.00)DOLLARS This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. "The President,Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attomey or Certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation.It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 26th day of February , 2016 . �.0%iOFJq� .��\�1G.CQ�A•• MERCHANTS NATIONAL BONDING,MERCHANTS BONDING COMPANY(INC.TUAL) y.•fO/i4)OO .4 ORP0gq'9y• G 7- •y •V •�.<• • • ••r. By /s. r", 774_ . ... ..... . STATE OF IOWA "�....,*.•...�"`o •• •• COUNTY OF Dallas ss. President On this 26th day of February , 2016 ,before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.;and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. WENDY WOODY Commission Number 784654 Z My Commission Expires �owP June 20. 2017 Notary Pub!, , County,Iowa (Expiration of notary's commission does not invalidate this instrument) I,William Wamer,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of : ;' :3•-_ Secretary 1. 2v03 .n .y0. �r:= * ob, • POA 0014 (6/15) "'...... BONDING COMPANY,. MERCHANTS BONDING COMPANY(MUTUAL) • MERCHANTS NATIONAL BONDING. INC. P.O. BOX 14498 • DES MOINES, IOWA 50306-3498 • (800)678-8171 • (515)243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company(Mutual)/Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515)243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX(2/15) CITY OF PEARLAND PARTIAL WAIVER OF LIEN Section 00615 PARTIAL WAIVER OF LIEN AND PAYMENT AFFIDAVIT The undersigned contracted with City of Pearland to furnish in connection with certain improvements to real property located in the City of Pearland, TX and owned by the City of Pearland which improvements are described as follows: • In consideration of Pay Estimate No. in the amount of$ the undersigned,on oath, states that all persons and firms who supplied labor and materials to the undersigned in connection with said Project will be fully paid within 30 days of the date of this document by the undersigned for such work through In consideration of the payment herewith made,the undersigned does fully and finally release and hold harmless the City of Pearland and its surety,if any,through the above date from any and all claims,liens, or right to claim or lien, arising out of this Project under any applicable bond, law or statue. It is understood that this affidavit is submitted to induce payment of the above sum and for use by the City of Pearland in assuring the Owner and others that all liens and claims relating to the said Project furnished by the undersigned are paid. Signature Printed Name&Title Company Name State of County of Subscribed and sworn to,before me,this day of , 20 My Commission Expires: Notary Public 5-12-12 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (1.6\ Section 00700 GENERAL CONDITIONS OF AGREEMENT TABLE OF CONTENTS Page No. 1.0 DEFINITIONS AND INTERPRETATIONS 1 1.01 Owner, Contractor and Engineer 1.02 Contract Documents 1.03 Subcontractor 1.04 Written Notice 1.05 Work 1.06 Extra Work 1.07 Work Day (.11h.\ 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 ("I.\ 2.03 Ownership of Plans 10-2012 00700-i CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 2.04 Changes and Alterations `1".1) 2.05 Damages 3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER 6 3.01 Owner-Engineer Relationship 3.02 Keeping of Plans and Specifications Accessible 3.03 Preliminary Approval 3.04 Inspection by Engineer 3.05 Determination of Questions and Disputes 3.06 Recommendation of Payment 4.0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 8 4.01 Independent Contractor 4.02 Contractor's Understanding �} 4.03 Laws and Ordinances / 4.04 Assignment and Subletting 4.05 Performance and Payment Bonds [and Maintenance Bond] 4.06 Insurance 4.07 Permits and Fees 4.08 Texas State Sales Tax 4.09 Contractor's Duty and Superintendence 4.10 Character of Workers 4.11 Labor,Equipment,Materials, Construction Plant and Buildings 4.12 Sanitation 4.13 Cleaning and Maintenance 4.14 Performance of Work 4.15 Right of Owner to Accelerate the Work 10-2012 00700-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 CurP'\ 6.02 Quantities and Measurements 10-2012 00700-iii CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.03 Estimated Quantities 6.04 Price of Work 6.05 Payments 6.06 Partial Payments 6.07 Use of Completed Portions &Punchlist 6.08 Substantial Completion 6.08-1 6.09 Final Payment 6.10 Correction of Work Before Final Payment 6.11 Correction of Work After Final Payment 6.12 Payments Withheld 6.13 Delayed Payments "..)7.0 EXTRA WORK AND CLAIMS 27 , 7.01 Differing Site Conditions 7.02 Change Orders 7.03 Change Orders 7.04 Request for Work Approval for Work on Non-Work Days 7.05 Minor Changes 7.06 Extra Work 7.07 Time of Filing Claims 8.0 DEFAULT 30 8.01 Default by Contractor 8.02 Supplementation of Contractor Forces 8.03 Cumulative Remedies& Specific Performance 8.04 Cross-Default 10-2012 00700-iv CITY OF PEARLAIVD 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 Bl 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 1.01 OWNER, CONTRACTOR AND ENGINEER. The OWNER, the CONTRACTOR and the ENGINEER are those persons or organizations identified as such in the Agreement. The term ENGINEER as used in these General Conditions shall refer to the Engineer or Architect identified in the.Agreement, as applicable, and means a person authorized to act as a representative of the entity designated by the OWNER to provide professional services required in connection with the preparation of plans and specifications of this Contract. The term CONSTRUCTION MANAGER as used in these General Conditions shall refer to the Construction Manager identified in the Agreement, as applicable, and means a person authorized to act as representative of the entity designated by the OWNER to provide professional services required in connection with the performance of the work.of this Contract. The Owner's representative on the project site shall be the CONSTRUCTION MANAGER or ENGINEER as designated. 1.02 CONTRACT DOCUMENTS. The Contract Documents shall consist of all of the documents identified in Article 8 of the Standard Form of Agreement, which documents, excluding such documents as may be delivered or issued after the Effective Date of the Agreement, as referenced in Article 8, shall be bound together in a Project Manual for the Work. All references to the "Contract" or the "Agreement" in these General Conditions of Agreement shall include the Contract Documents. The Contract Documents are complementary, and what is required by one shall be binding as if required by all. In the event of any conflict among the Contract Documents, the Contract Documents shall govern in the following order: (1) Modifications in writing and signed by both parties,including any Change Orders; (2) Standard Form of Agreement; (3) Special Conditions of Agreement; (4) General Conditions of Agreement, including Attachment No. 1 — Workers' Compensation Insurance Coverage, Attachment No. 2 — Agreement for Final Payment and CONTRACTOR'S Sworn Release, and Attachment No. 3 —Owner's Insurance Requirements of Contractor; (5) Addenda, if any; (6) Plans and Specifications referenced or included in the Project Manual; (7) Instructions to Bidders; (8) Bid Proposal; and 10-2012 00700-1 of 36 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT (9) Exhibits: The following Exhibits, if any, attached hereto, are incorporated herein, and are a part of this Contract: In the event a conflict or inconsistency remains between or within the Contract Documents, or the Contract Documents and applicable standards, codes and ordinances, CONTRACTOR shall provide the greater quantity or better quality, or CONTRACTOR shall comply with the more stringent requirements, as determined by ENGINEER. Terms or phrases used in the Contract Documents with a well-known technical or construction industry meaning shall have such recognized meanings. References to standards, specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, shall mean the latest in effect on the effective date of the Contract,unless otherwise stated in the Contract Documents. 1 .03 SUBCONTRACTOR. The term "subcontractor", as employed herein, includes those entities having a contract with the CONTRACTOR or a subcontractor for performance of work on the Project. OWNER shall have no responsibility to any subcontractor for performance of work on the Project contemplated by these Contract Documents, and any such subcontractor shall look exclusively to CONTRACTOR for any payments due subcontractor. 1.04 WRITTEN NOTICE. Written Notice shall be deemed to have been duly served if delivered in person or by electronic means through the Pro-Trak to the individual or to a partner of the partnership or joint venture, or to an officer of the corporation or company for whom it is intended, or if delivered at or sent by Certified Mail, Return Receipt Requested, to the last known business address or registered office of such individual,partnership,joint venture or corporation or company, or to the address for giving notices listed in the Standard Form of Agreement. 1.05 WORK. Unless otherwise stipulated, the CONTRACTOR shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, services, insurance, and all water, light, power, fuel, transportation and all other facilities or services of any nature whatsoever necessary for the execution and completion of the Work described in the Standard Form of Agreement. Unless otherwise specified, all materials shall be new, and both workmanship and materials shall be of good quality. The CONTRACTOR shall, if required by the ENGINEER as representative of the OWNER, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well-known, technical or trade meaning shall be held to refer to such recognized standards. All work shall be done and all materials shall be furnished in strict conformity with the Contract Documents. 1.06 EXTRA WORK. The term "Extra Work", as used in this Contract, shall be understood to mean and include all work that may be required by the ENGINEER as representative of the OWNER, to be performed by the CONTRACTOR to accomplish any change, alteration or addition to the work shown in the plans. Extra work shall be authorized in writing by the ENGINEER prior to commencement. Extra Work items are paid for on an as needed, as authorized basis only. 1.07 WORK DAY: As used herein, a"Work Day" is defined as any Monday through Friday, not a legal holiday, and any Saturday or Sunday specifically approved by the OWNER, in which the CONTRACTOR can perform six or more hours of work per the current construction schedule. CONTRACTOR agrees to request specific approval from the Construction Manager or 10-2012 00700-2 of 36 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT Owner, in advance, to perform work on Saturdays or Sundays and in so doing agrees to pay all charges and costs for,Inspection and or Construction Management services required during the performance of any such approved work. Refer to paragraph 7.05 for procedure to determine cost for Construction Management and Inspection Services for work on non-work days. 1.07-1 RAIN DAY: As used herein, is defined as any WORK DAY during which weather related conditions prevent the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items as identified in the current construction schedule. CONTRACTOR shall record Rain Days on the Pay Application each month for the review and possible approval by the OWNER. The approved Rain Day is then added to the Contract Time. (See 1.12 Contract Time below) 1.07-2 IMPACT DAY: As used herein, is a day that is added to the CONTRACT TIME by the OWNER by Change Order to extend the Contract Time by one full Work Day. (See 1.12 Contract Time below) Impact Days, once approved by the OWNER, shall extend the Contract Time on a one-to-one basis to replace a Work.Day lost to conditions that prevented the CONTRACTOR from performing four (4) or more consecutive hours of work on critical path items. Impact Days are added to the Contract Time by Change Order only at the end of the work and then only if, in the opinion of the OWNER, a time extension is warranted due. to delays beyond the control of the Contractor and required to complete the work within the Contract Time. 1.08 CALENDAR DAY. A "calendar day" is any day of the week, month or year no days being excepted. Unless otherwise expressly provided, all references to "day(s)" shall mean calendar day(s). 1 .09 SUBSTANTIALLY COMPLETED: The terms "Substantially Completed", or "Substantially Complete" or"Substantial Completion" as used in this Contract, shall mean that all major process components of the facility or work have been made suitable for use or occupancy, including appropriate documentation from the equipment suppliers that all of the individual components have been installed in accordance with the specifications and manufacturer's recommendations,the installations have been approved by the ENGINEER and the items have met the start-up and testing requirements of the contract documents or is deemed to be in a condition to serve its intended purpose or requires only minor miscellaneous work and adjustment to achieve Final Completion and Acceptance as determined by the ENGINEER. Upon compliance with the above referenced criteria, ENGINEER shall issue a Certificate of Substantial Completion. PARTIAL SUBSTANTIAL COMPLETION: designation will be given.on components of the Work that must be placed into service prior to the completion of the entire Work. The contractor's One Year Warranty period for these items shall begin on the date of Partial Substantial Completion as designated by the ENGINEER. The ENGINEER shall determine and make all such designations. 1.10 INTERPRETATION OF WORDS AND PHRASES. Whenever the words "directed", "permitted", "designated", "required", "ordered", "considered necessary", "prescribed" or words of like import are used,it shall be understood that the direction,requirement,permission, order, opinion designation or prescription of the ENGINEER as the OWNER's representative is intended. Similarly, the words "approved", "acceptable", "satisfactory" or words of like import shall mean that no exception is taken by ENGINEER, but does not relieve.CONTRACTOR of responsibility for compliance with the Contract Documents. 10-2012 00700-3 of 36 CITY OF PEARLAND GENERAL,CONDITIONS OF AGREEMENT Whenever in the Specifications or Plans of the Contract Documents, the terms of description of various qualities relative to finish, workmanship or other qualities of similar kind which cannot, from their nature,be specifically and clearly described and specified, but are necessarily described in general terms, the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the fulfillment of said Specifications shall be decided by the ENGINEER as the OWNER's representative, and said work shall be done in accordance with his interpretations of the meaning of the words,terms or clauses defining the character of the work. 1.11 REFERENCED STANDARDS. No provision of any referenced standard specification, or manual shall be effective to change the duties and responsibilities of the Owner, Engineer,Contractor,or their consultants, employees, or representatives from those set forth in the Contract Documents, nor shall it be effective to assign to the Engineer or its consultants, employees, or representatives any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibilities contrary to provisions of the Contract Documents. 1.12 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 fmal 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 TILE OWNER 2.01 NO WARRANTY OF DESIGN. It is understood that the OWNER MAKES NO WARRANTY OF THE ADEQUACY, ACCURACY OR SUFFICIENCY OF THE PLANS AND SPECIFICATIONS OR ANY OTHER DESIGN DOCUMENTS, AND OWNER HEREBY EXPRESSLY DISCLAIMS ANY SUCH WARRANTY, EXPRESSED OR IMPLIED. Prior to commencing each portion of the Work, CONTRACTOR shall carefully study and compare the relevant Contract Documents, shall observe conditions at the site affecting the Work, and shall take field measurements of existing conditions related to the Work. Any errors, omissions or 10-2012 00700-4 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT inconsistencies in the Contract Documents noted by the CONTRACTOR, and/or any variance between the Contract Documents and applicable codes, standards or ordinances, shall be promptly reported by CONTRACTOR to ENGINEER in writing as a Request for Information. Work performed prior to a Request for Information shall be at the Contractor's risk. If CONTRACTOR fails to perform its obligations under this paragraph, 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. ("Pub') 2.03 OWNERSHIP OF PLANS. All plans, specifications and copies thereof furnished by the OWNER shall not be reused on other work and, with the exception of the sets forming the part of the signed Contract.Documents, are to be returned to the OWNER on request at the completion of the Work.All plans and models are the property of the.OWNER • 2.04 CHANGES AND ALTERATIONS. The CONTRACTOR further agrees that the Owner may make such changes and alterations, additions and deletions as the OWNER may see fit, in the Work, including but not limited to changes in line, grade, form, dimensions, plans or specifications for the Work herein contemplated, or any part thereof,, either before or after the beginning of construction, without affecting the validity of this Contract and the corresponding Performance and Payment Bonds. If such changes or alterations or deletions diminish the quantity or the value of the Work to be done, they shall not constitute the basis for a claim for compensation or damages, including lost or anticipated profits on the Work that may be,affected. If the amount of Work is increased and the work can fairly be classified under the specifications, such increase shall be paid for according to the quantity actually done and at the unit price, if any, established for such work under this Contract, otherwise, such additional work shall be paid for as provided under Article 7 hereof for Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any Work already done or material already furnished or used in said Work,then the OWNER shall compensate the CONTRACTOR for any material or labor so used and for any actual loss occasioned by such change due to, actual expenses incurred in preparation for the Work as originally planned. 2.05 DAMAGES. In the event the OWNER is damaged in the course of the work by the act, negligence, omission, mistake or default of the CONTRACTOR, or should the 10-2012 00700-5 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT CONTRACTOR unreasonably delay the progress of the work being done by others on the job so 17 as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss. 3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER 3.01 OWNER-ENGINEER RELATIONSHIP. The ENGINEER shall serve as the OWNER'S representative during construction. The duties, responsibilities and limitations on the authority of the ENGINEER as the OWNER's representative during construction are set forth in the Contract Documents; and the ENGINEER shall not have authority to extend the OWNER's liability or to bind the OWNER for any additional liability of any nature whatsoever without the written consent of the OWNER. Any communications by the OWNER to the CONTRACTOR regarding the Work shall be issued through the ENGINEER. It is the intent of this Agreement that there shall be no delay in the execution of the Work; therefore, written decisions or directions rendered by the ENGINEER as the OWNER's representative shall be promptly carried out, and any claim arising therefrom shall be resolved as provided in Article 7. Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the OWNER'S representative shall have the authority to issue written stop work orders whenever such stoppage may be necessary to insure the performance of the Work in accordance with the Contract Documents. 3.02 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE. The ENGINEER shall furnish the CONTRACTOR with four(4) copies of all Plans and Specifications n without expense to the CONTRACTOR, and the CONTRACTOR shall keep one full size copy of the same constantly accessible on the job site, with the latest revisions noted thereon. The CONTRACTOR shall be responsible for preserving the Plans and Specifications, timely and accurately updated, for reference and review by the OWNER or the ENGINEER and submittal of redlines during closeout. 3.03 PRELIMINARY APPROVAL. The ENGINEER shall not have the power to waive the obligations imposed under this Contract for the furnishing by the CONTRACTOR of new material of good quality, and for good and workmanlike performance of the Work as herein described, and in full accordance with the Contract Documents, without alteration, deletion or change. No failure or omission of the OWNER'S representative to discover, object to or condemn any non-conforming or defective work or material, or to stop work, shall release the CONTRACTOR from the obligation to fully and properly perform the Contract, including without limitation,the obligation to at once remove and properly replace any defective work or material at any time prior to final acceptance, upon discovery of such non-conforming or defective work or material. Any questioned Work may be ordered taken up or removed for inspection by the ENGINEER prior to final acceptance, and if found not to be in accordance with the Contract Documents, all expense of removing, inspection and repair or replacement shall be borne by the CONTRACTOR; otherwise the expense thus incurred shall be allowed as Extra Work and shall be paid for by the OWNER,provided that where inspection or approval is specifically required by the Specifications prior to performance of certain work, should the CONTRACTOR proceed with such work without requesting prior inspection or approval, he shall bear all expense of taking up, removing and replacing this work if so directed by the ENGINEER. 10-2012 00700-6 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (1.1t.'\ 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 it has taken into consideration all of the foregoing factors, and CONTRACTOR shall perform the Work for the Contract Price and within the Contract Time. No verbal agreement or conversation with any officer, agent or employee of the OWNER or the ENGINEER, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. 4.03 LAWS AND ORDINANCES. The CONTRACTOR shall at all times observe and comply with all federal, state or local laws, codes, ordinances, permits and regulations, regardless of whether the same are adopted before or after the execution of this Contract, which in any manner affect the Contract or the work, and shall indemnify, save and hold harmless the OWNER and the ENGINEER against any claim arising out of the violation of any such laws, ordinances and regulations, whether by the CONTRACTOR or his agents, employees, subcontractors or vendors. If the CONTRACTOR observes that the Plans and Specifications are at variance with federal or state laws or codes or the ordinances or regulations of the City, he shall promptly notify the ENGINEER in writing, and any necessary changes shall be made as provided in the Contract for changes in the work. If the CONTRACTOR performs any work knowing it to be contrary to such laws, codes, ordinances, rules or regulations, or if CONTRACTOR reasonably should have known of any such violation, and without such notice to the ENGINEER, CONTRACTOR shall bear all costs arising therefrom. The OWNER is a Political Subdivision of the State of Texas, and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the 7 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 i\ 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 00700-9of36 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. 4.11 LABOR, EQUIPMENT, MATERIALS, CONSTRUCTION PLANT, AND BUILDINGS. The CONTRACTOR shall provide all labor, services, tools, equipment, machinery, supplies, facilities, utilities and materials necessary in the prosecution and completion of this Contract where it is not otherwise specifically provided that the OWNER shall furnish same; and further, the CONTRACTOR shall be responsible for the care, preservation, conservation and protection of all materials, supplies,machinery, equipment, tools, apparatus, accessories, facilities, all means of construction and any and all parts of the Work, whether the CONTRACTOR has been paid, partially paid or not paid for such Work, until the entire Work is completed and accepted. The building or placement of structures for housing workers or offices, or the erection of tents or other forms of protection, will be permitted only with the ENGINEER's written permission, and at 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 work day. CONTRACTOR shall remove all such debris, trash and waste, tools, scaffolding and surplus materials, and shall leave the Work broom-clean or its equivalent, upon completion of the Work. The Work shall be left in good order, and condition. In case of dispute, the OWNER may remove the debris,trash,waste and surplus materials, and charge the cost to the CONTRACTOR. 4.14 PERFORMANCE OF WORK. It is further agreed that it is the intent of this Contract that all Work must be done and all material must be furnished in accordance with the generally accepted practice for such materials furnished or work completed, unless otherwise provided in the Contract Documents. 4.15 RIGHT OF OWNER TO ACCELERATE THE WORK. If at any time the methods or equipment used by the CON TRACTOR, or the work force supplied are found to be inadequate to achieve the progress required to Substantially Complete the Work within the Contract Time, the OWNER or the ENGINEER as the OWNER's representative, may order the CONTRACTOR in writing to supplement its forces and/or equipment, or work shifts or overtime, or otherwise improve its efficiency and rate of progress to achieve Substantial Completion of the Work within the Contract Time, and the CONTRACTOR shall comply with such order, at its own cost and expense. 4.16 LAYOUT OF WORK. Except as specifically provided herein, the CONTRACTOR shall be responsible for laying out work by means of construction surveying and shall accomplish this work in a manner acceptable to the ENGINEER and in conformance with the Contract Documents. 4.17 SHOP DRAWINGS. The CONTRACTOR shall submit to the ENGINEER, with such promptness as to cause no delay in his own Work or in that of any other contractor, six (6) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules 10-2012 00700- 11 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT required for the work of the various trades. Contractor will check and approve shop drawings for compliance with requirements of Contract Documents and will so certify by stamp on each drawing prior to submittal to ENGINEER. Any drawings submitted without Contractor's stamp of approval will not be considered and will be returned to him for proper submission. The ENGINEER shall pass upon them with reasonable promptness, indicating desired corrections. The CONTRACTOR shall make any corrections required by the ENGINEER, file with him two (2) corrected copies and furnish such other copies as may be needed. The ENGINEER's approval of such 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 Pro-Trak. The OWNER, ENGINEER and CONTRACTOR shall each retain such hard copies form this system as are required for their specific record keeping requirements. No documents shall be removed from this system or destroyed except those being replaced by the systems protocols as a latest version document. All requirements for written communications, submittals, comments, instructions or other documents processed by means of this system shall have the same legal or time sensitive status as if they had been hand delivered in hard copy to their intended addressee. 4.18 ENGINEER-CONTRACTOR RELATIONSHIP; OBSERVATIONS. It is agreed by the CONTRACTOR that the ENGINEER, as the OWNER's representative, shall be and is hereby authorized to appoint such subordinate engineers, representatives or observers as the said ENGINEER may from time to time deem proper to observe the materials furnished and the Work done under this Agreement. The CONTRACTOR shall furnish all reasonable aid and assistance required by the subordinate engineers, representatives or observers for the proper observation and examination of the work. The CONTRACTOR shall regard and obey the directions and instructions of any subordinate engineers, representatives or observers so appointed, when such directions and instructions are consistent with the obligations of this Agreement and the Contract Documents, provided, however, should the CONTRACTOR object to any orders by any 10-2012 00700- 12 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT subordinate engineer, representative or observer, the CONTRACTOR may, within three (3) days, make written appeal to the ENGINEER for his decision. 4.19 OBSERVATION AND TESTING. The OWNER or the ENGINEER as the OWNER's representative shall have the right at all reasonable times to observe, inspect and test the Work. The CONTRACTOR shall make all necessary arrangements and provide proper facilities and access for such observation, inspection and testing at any location wherever Work is in preparation or progress. The CONTRACTOR shall ascertain the scope of any observation, inspection or testing which may be contemplated by the OWNER or the ENGINEER and shall give ample notice as to the time each part of the Work will be ready for such observation, inspection or testing. The OWNER or the ENGINEER may reject any Work found to be defective or not in accordance with the Contract Documents,regardless of the stage of its completion or the time or place of discovery of such deficiencies, and regardless of whether the ENGINEER has previously accepted the Work through oversight or otherwise. If any Work is covered without approval or consent of the OWNER, it must, if requested by the OWNER or the ENGINEER, be uncovered for examination, at the sole expense of the CONTRACTOR. In the event that any part of the Work is being fabricated or manufactured at a location where it is not convenient for the OWNER or the ENGINEER to make observations of such Work or require testing of said Work, then in such event, the OWNER or the ENGINEER may require the CONTRACTOR to furnish the OWNER or the ENGINEER with certificates of inspection, testing or approval made by independent persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the Contract Documents. If any Work, which is required to be inspected, tested or approved, is covered up without written approval or consent of the OWNER or the ENGINEER, it must, if requested by the OWNER or the ENGINEER, be uncovered for observation and testing, at the sole expense of the CONTRACTOR. The cost of all such inspections, tests and approvals shall be borne by the CON TRACTOR unless otherwise provided herein. Any Work which fails to meet the requirements of such tests, inspections or approval, and any Work which meets the requirements of any such tests or approval but does not meet the requirements of the Contract Documents shall be considered defective. Such defective Work and any other work affected thereby shall be corrected at the CONTRACTOR'S expense. Neither observations by the OWNER or by the ENGINEER, nor inspections, certifications, tests or approvals made by the OWNER, the ENGINEER or other persons authorized under this Agreement to make such inspections, tests or approvals, shall relieve the CONTRACTOR from his obligation to perform the Work in accordance with the requirements of the Contract Documents. 4.20 DEFECTS AND THEIR REMEDIES. It is further agreed that if the Work or any part thereof or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the ENGINEER_as unsuitable or not in conformity with the Contract Documents, the CONTRACTOR shall, after receipt of written notice thereof from the ENGINEER, forthwith remove such material and rebuild or otherwise remedy such Work so that it shall be in full accordance with this Contract, It is further agreed that any such remedial action contemplated herein shall be at CONTRACTOR's expense. 10-2012 00700- 13 of 36 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT 4.21 LIABILITY FOR PROPER PERFORMANCE. Engineering construction drawings and specifications, as well as any additional instructions and information concerning the Work to be performed, passing from or through the ENGINEER, shall not be interpreted as requiring or allowing the CONTRACTOR to deviate from the Contract Documents, the intent of such drawings, specifications and any other such instructions being to define with particularity the agreement of the parties as to Work the CONTRACTOR is to perform. CONTRACTOR shall be fully and completely liable and contractually bound, at his own expense, for design, construction, installation and use or non-use of all items and methods incident to the performance of the Contract, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, similar items or devices used by him during construction, and work performed either directly or incident to construction, and for all loss, damage or injury incident thereto, either to person or property, whether such damage be suffered by the ENGINEER, the OWNER or any other person not a party to this Contract. Any review of Work in progress or any visit or observation during construction, or any clarification of Contract Documents by the ENGINEER or OWNER, or any agent, employee or representative of either of them, whether through personal observation on the Project site or by means of approval of shop drawings for construction or construction processes, or by other means or methods, is agreed by the CONTRACTOR to be for the purpose of observing the extent and nature of Work completed or being performed, as measured against the Contract Documents, or for the purpose of enabling the CONTRACTOR to more fully understand the Contract Documents so that the completed construction Work will conform thereto, and shall in no way relieve the CONTRACTOR from full and complete responsibility for proper performance of his Work on the Project, including, without limitation, the propriety of means and methods of the CONTRACTOR 7 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 PRO1'bCTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC. The CONTRACTOR shall be solely responsible for the safety of himself, his employees and persons entering the project site, as well as for the protection of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. The CONTRACTOR shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the Work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded, as a minimum, in accordance with the "Manual of Accident Prevention in Construction" of the Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The CONTRACTOR shall provide all necessary machinery guards, safe walkways, ladders, bridges, gangplanks, barricades, fences,traffic control,warning signs and other safety devices. 10-2012 00700-14 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT No alcoholic beverages, non-prescription drugs, or unsafe practices shall be allowed on the Work site. CONTRACTOR shall dismiss anyone participating in any of the above from the Work site for the duration of the Project. Only prescription drug uses with a doctor's authorization to perform construction activities shall be allowed on the Work site. Violation of this provision is a default under the Contract. The use, possession, sale, transfer, purchase or being under the influence of alcohol, drugs or any other illegal or unlawful substance by CONTRACTOR or CONTRACTOR's employees, or CONTRACTOR's subcontractors and employees at any time at the Work site or while on company business is prohibited. CONTRACTOR shall institute and enforce appropriate drug testing guidelines and program. All accidents or injuries to CONTRACTOR's employees working on the job site must be reported verbally and in writing to the ENGINEER immediately, and within no more than eight(8)hours. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR,in his sole discretion as an independent contractor. Inclusion of this paragraph in the Agreement, as well as any notice which may be given by the OWNER or the ENGINEER as the OWNER's representative concerning omissions under thus paragraph as the Work progresses, are intended as reminders to the CONTRACTOR of his duty and shall not be construed as any assumption of duty by ENGINEER, or OWNER's representative to supervise safety precautions by either the CONTRACTOR or any of his subcontractors. 4.23 PROTECTION OF ADJOINING PROPERTY. The CONTRACTOR shall employ proper means to protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent or adjoining property. THE CONTRACTOR AGREES TO INDEMNIFY, DEFEND, SAVE AND HOLD HARMLESS THE CONSTRUCTION MANAGER, OWNER AND ENGINEER AGAINST ANY CLAIM OR CLAIMS FOR DAMAGES, LOSS, COSTS OR EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, DUE TO ANY INJURY TO ANY ADJACENT OR ADJOINING PROPERTY, ARISING OR GROWING OUT OF THE PERFORMANCE OF THE CONTRACT, REGARDLESS OF WHETHER OR NOT SUCH DAMAGE, LOSS, COST OR EXPENSE IS CAUSED IN PART BY THE NEGLIGENCE, GROSS NEGLIGENCE OR STRICT LIABILITY OF OWNER AND/OR ENGINEER. 4.24 PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES. THE CONTRACTOR AGREES THAT HE WILL PROMPTLY PAY WHEN DUE, AND WILL INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL CLAIMS GROWING OUT OF THE DEMANDS OF SUBCONTRACTORS, LABORERS, WORKERS, MECHANICS, MATERIALMEN AND FURNISHERS OF MACHINERY AND PARTS THEREOF, EQUIPMENT, POWER TOOLS AND ALL 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 CP* 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 10-2012 00700-15 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT sufficient to liquidate any and all such claims until satisfactory evidence is furnished that all .� liabilities have been fully discharged, whereupon payments to the CONTRACTOR shall be resumed in full,in accordance with the terms of this Contract. Any and all communications between any parties under this paragraph shall be 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 RESPECTIVE OFFICERS, REPRESENTATIVES, AGENTS AND EMPLOYEES FROM AND AGAINST ALL DAMAGES, CLAIMS, LOSSES, DEMANDS, SUITS, LIABILIIIES, JUDGMENTS AND COSTS OF ANY CHARACTER WHATSOEVER, INCLUDING REASONABLE ATTORNEY'S FEES AND EXPENSES, AND SHALL BE REQUIRED TO PAY ANY JUDGMENT THEREFOR, WITH COSTS, WHICH MAY BE OBTAINED AGAINST THE OWNER AND/OR THE ENGINEER OR ANY OF THEIR OFFICERS, REPRESENTATIVES, AGENTS OR EMPLOYEES, ARISING OUT OF OR RESULTING FROM OR ALLEGEDLY ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 10-2012 00700-16 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT OF THE WORK, PROVIDED THAT ANY SUCH DAMAGES, CLAIM, LOSS, DEMAND, SUIT,LIABILITY,JUDGMENT,COST OR EXPENSE: (A) ARISES OUT OF OR RESULTS FROM IN WHOLE OR IN PART, OR ALLEGEDLY ARISES OUT OF OR RESULTS FROM IN WHOLE OR IN PART, ANY BREACH OF THIS AGREEMENT OR BREACH OF WARRANTY BY CONTRACTOR; OR (B) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY, INCLUDING THE LOSS OF USE RESULTING THEREFROM;AND IS CAUSED IN WHOLE OR IN PART OR IS ALLEGEDLY CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, THEIR AGENTS OR EMPLOYEES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY ONE OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE,REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART OR ALLEGEDLY CAUSED IN PART BY THE NEGLIGENCE, GROSS NEGLIGENCE•OR STRICT LIABILITY OF OWNER, ENGINEER AND/OR A PARTY INDEMNIFIED HEREUNDER. Notwithstanding the foregoing or anything in the Agreement to the contrary, in accordance with the provisions of Section 130.002 of the Texas Civil Practice and Remedies Code, CONTRACTOR shall not be obligated to indemnify or hold harmless the ENGINEER, his agents, servants or employees, from liability for damage that is caused by or results from defects in plans, designs or specifications prepared, approved or used by the ENGINEER, or negligence of the ENGINEER in the rendition or conduct of professional duties called for or arising out of any construction contract and the plans, designs or specifications that are a part of the construction contract, and arises from personal injury or death,property injury, or any other expense that arises from personal injury, death, or property injury. This indemnity agreement is a continuing obligation, and shall survive notwithstanding completion of the Work, Final Payment, expiration of the warranty period, termination of the Contract, and abandonment or takeover of the Work. CONTRACTOR's indemnification obligations hereunder shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the CONTRACTOR or a subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts, and shall not be limited by any limitation on amounts or coverage of insurance provided or to be provided under this Contract. 4.27 LOSSES FROM NATURAL CAUSES. All loss, cost, expense or damage to the CONTRACTOR arising out of the nature of the Work to be done or from.any unforeseen circumstances in the prosecution of the same, or from the action of the elements, or from unusual obstructions or difficulties which may be encountered in the prosecution of the Work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. 10-2012 00700-17 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.28 GUARANTEE. The CONTRACTOR hereby guarantees all the Work under the Contract to be free from defects or deficiencies in material in every particular and free from defects or deficiencies in workmanship; and against unusual damage from proper and usual use; and agrees to replace or to re-execute without cost to the OWNER such Work as may be found to be defective, deficient or otherwise not in conformance with the Contract Documents, and to make good all damages caused to other work or material, due to such defective Work or due to its required replacement or re-execution. This guarantee shall cover a period of one year from the date of Substantial Completion or Partial Substantial Completion of Work under the Contract, as evidenced by the Certificate of Substantial Completion. Neither the Certificate of Substantial Completion, Final Payment, nor any provision in the Contract Documents shall relieve the CONTRACTOR of the responsibility for defective, deficient or non-conforming material or workmanship during the period covered by the guarantee. The one-year period of guarantee will not limit the OWNER'S other rights under common law with respect to any defects, deficiencies or non-conforming Work discovered after one year. If this one-year guarantee conflicts with other warranties or guarantees, the longer period of warranty or guarantee will govern. 5.0 PROSECUTION AND PROGRESS 5.01 TIME AND ORDER OF COMPLETION. It is the meaning and intent of this Contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his Work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to economy of construction; provided, however, that the order and the time of prosecution shall be such that the Work shall be Substantially Completed as a whole and in part, in accordance with this Contract and the Contract Time; provided, also, that when the OWNER is having other work done, either by contract or by his own forces, the ENGINEER may direct the time and manner of constructing the Work done under this Contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized, and the CONTRACTOR shall fully cooperate and coordinate its Work with OWNER or such other contractors. The CONTRACTOR shall submit, an updated schedule with every pay estimate for review by the ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the Work, with dates on which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. Such schedules shall show completion of the Work within the Contract Time, and/or shall show such recovery efforts as 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 10-2012 00700- 18 of 36 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT ENGINEER shall submit such written request, together with his written recommendation, to the OWNER for consideration. If the delay is not attributable in whole or in part to any act or omission of CONTRACTOR, its subcontractors or suppliers, and if the OWNER determines that CONTRACTOR is entitled to an extension of time under the terms of the Contract, the OWNER shall grant an extension of time for Substantial Completion of the Work, sufficient to compensate for the delay, and such extension of time shall be CONTRACTOR's sole and exclusive remedy, except as may be otherwise provided herein. No extensions of Contract Time shall be made for delays occurring prior to the Contractor's mobilization as defined in Section 01505 MOBILIZATION. The Contract Time as defined in the Bid Proposal and other sections herein incorporates 40 Rain Days per calendar year or an average of 3.33 days per calendar month. The CONTRACTOR is required to keep record of all weather related delays and to submit the monthly count on each Pay Application. The Owner's Representative shall review and sign off on this record as a part of the Pay Application approval process every month. If, during preparation of the Balancing Change Order, the status of the work progress requires an extension of the Contract Time, Impact Days shall be added to the Completion Date equal to the total number of Weather or Impact Days approved less the original 40 days resident in the original Contract Time. The Addition of Weather or Impact Days will only alter the Contract Time when added by Change Order. If the Work is completed prior to the Completion Date, No Days will be added. The addition of Weather or Impact Days shall be the CONTRACTOR's sole remedy for delays to the completion of the Work and their addition to the Contract Time shall not affect the Contract Price through any "per diem" adjustment to the General Conditions costs, Temporary Facilities costs or any other costs associated with the extension of the Contract Time. 5.03 HINDRANCES AND DELAYS. In executing the Contract, the CONTRACTOR agrees that in undertaking to complete the Work within the time herein fixed, he has taken into consideration and made allowances for all interference, disruption, hindrances and delays incident to such Work, whether growing out of delays in securing material, workmen or otherwise. No claim shall be made by the CONTRACTOR for damages, loss, costs or expense resulting from interference, disruption,hindrances or delays from any cause during the progress of any portion of the Work embraced in this Contract, except where the Work is stopped or suspended by order of the OWNER's representative and such stoppage or suspension is not attributable to any act or omission of CONTRACTOR. 5.04 SUSPENSION OF WORK. OWNER may, without cause, order the CONTRACTOR in writing to suspend the Work, in whole or in part, for such period of time as OWNER may request. The Contract Price and/or Contract Time shall be adjusted for any increase in the cost of or the time required for performance of the Work caused by such suspension. No adjustment shall be made to the extent performance was or would have been suspended by a cause for which CONTRACTOR is responsible, or to the extent an adjustment is made or denied under another provision of the Contract Documents. 5.05 LIQUIDATED DAMAGES FOR DELAY: It is understood and agreed that time is of the essence, and that the CONTRACTOR will commence the Work on the date specified herein or in any Notice to Proceed, and will Substantially Complete the Work within the Contract Time. It is expressly understood and agreed, by and between the CONTRACTOR and the OWNER, that the time for the Substantial Completion of the Work described herein is reasonable time for the completion of the same, taking into consideration the average climatic-range and conditions and usual industrial conditions prevailing in this locality. The CONTRACTOR further 10-2012 00700- 19 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT agrees that a failure to complete on time will cause damage to the OWNER and that such damages cannot be accurately measured or that ascertainment will be difficult. Therefore, the parties agree that for each and every calendar day the Work or any portion thereof shall remain uncompleted after the expiration of the Contract Time, the CONTRACTOR shall pay, as liquidated damages and as a reasonable estimate of OWNER's damages, and not as a penalty, the amount set out in the Standard Form of Agreement. However, the foregoing agreement as to liquidated damages constitutes only an agreement by the OWNER and the CONTRACTOR as to the amount of damages which the OWNER will sustain by reason of the CONTRACTOR'S failure to complete the work within the Contract Time. Should the OWNER suffer damage by reason of any other breach by CONTRACTOR, the OWNER may recover such actual damages in addition to any liquidated damages due. The OWNER shall have the right to deduct and withhold the amount of any and all such damages whether it be the minimum amount stipulated above or otherwise, from any monies owing by it to said CONTRACTOR, or the OWNER may recover such amount from the CONTRACTOR and the sureties of his bond; all of such remedies shall be cumulative and the OWNER shall not be required to elect any one nor be deemed to have made an election by proceeding to enforce any one remedy. 5.06 CHANGE OF CONTRACT TIME: The Contract Time may only be changed by a Change Order. Any claim for an adjustment of Contract Time shall be based on written notice delivered by the party making such claim to the other party and to the ENGINEER promptly, but in no event later than ten (10) days after the event-giving rise to the claim. Notice of the extent of "7 the claim, along with supporting data, shall be delivered within thirty (30) days of the occurrence and shall be accompanied by the claimant's written representation that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in Contract Time shall be determined by the ENGINEER in accordance with the requirements of this paragraph. Contractor shall submit, as a minimum,the following data: A. Information showing that the time requested is not included in the existing Contract and in addition to the Contract. B. Information documenting that the number of days requested is accurate for the event. C. Revised, current construction schedule showing that the time requested affects the project's critical path. 5.07 DELAYS BEYOND OWNER'S AND 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 10-2012 00700-20 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT to fault of OWNER. An extension of Contract time shall be CONTRACTOR's sole and exclusive remedy for any such delays. Delays attributed to, and within the control of, a Subcontractor or Supplier shall be deemed to be delays within the control of the CONTRACTOR. 6.0 MEASUREMENT AND PAYMENT 6.01 DISCREPANCIES AND OMISSIONS. If the CONTRACTOR knows or reasonably should have known of any discrepancies or omissions in the Contract Documents, he shall notify the ENGINEER and obtain a clarification by Addendum before the bids are received, and if no such request is received by the ENGINEER prior to the opening of bids, then it shall be considered that the CONTRACTOR fully understands the Work to be performed and has provided sufficient sums in his Bid Proposal to complete the Work in accordance with the Contract Documents. It is further understood that any request for clarification must be submitted no later than five(5) days prior to the opening of bids. 6.02 QUANTITIES AND MEASUREMENTS. No extra or customary measurements of any kind will be allowed, but the actual measured and/or computed length, area, volume, number and weight only shall be considered,unless otherwise specifically provided. 6.03 ESTIMATED QUANTITIES. This Agreement, including the Contract Documents, and including any estimates contained therein, is intended to convey all Work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various classes of Work to be done and material to be furnished under this Contract, they are approximate and are to be used only as a basis for estimating the probable cost of the Work and for comparing the Bid Proposals offered for the Work. It is understood and agreed that the actual amount of Work to be done and the materials to be furnished under this Contract may differ from the estimates and that the items listed or estimated quantities stated, and/or any difference between estimated and actual Work, shall not give rise to a claim by the CONTRACTOR against the OWNER for loss,cost, expense, damages,unit price adjustment, quantity differences,unrecovered overhead or lost or anticipated profits,or other compensation. 6.04 PRICE OF WORK. It is agreed.that it is the intent of this Contract that all Work described in the Bid Proposal, and Contract Documents, is to be done for the prices bid by the CONTRACTOR and that such prices shall include all appurtenances necessary to complete the Work in accordance with the intent of these Contract Documents as interpreted by the ENGINEER, and all costs, expenses, bond and insurance premiums, taxes, overhead, and profit. In consideration of the furnishing of all the necessary labor, equipment and material and the completion of all Work by the CONTRACTOR, and upon the completion of all Work and the delivery of all materials embraced in this Contract in full conformity with the Contract Documents,the OWNER agrees to pay to the CONTRACTOR the prices set forth in the Standard Form of Agreement, OWNER and CONTRACTOR agree that the Contract is a unit cost agreement, unless stated otherwise, and that the final Contract amount is equal to the unit cost multiplied by the number of units authorized,installed and approved by the Owner. The OWNER does not assume any obligation to pay for any services or material not actually authorized and used. The CONTRACTOR hereby agrees to receive such prices as payment in full for furnishing all materials and all labor required for the aforesaid Work, and for 10-2012 00700-21 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT all expenses incurred by him, and for full performance of the Work and the whole thereof in the n manner and according to this Agreement, Contract Documents, and the requirements of the ENGINEER. 6.05 PAYMENTS. No payments made or approvals or certificates given shall be considered as conclusive evidence of the performance of the Contract, either in whole or in part, nor shall any certificate, approval or payment be considered as acceptance of defective, deficient or non-conforming Work. CONTRACTOR shall, at any time requested during the progress of the Work, furnish the OWNER or the ENGINEER with an affidavit showing the CONTRACTOR's total outstanding indebtedness in connection with the Work. Before Final Payment is made, the CONTRACTOR shall satisfy the OWNER, by affidavit or otherwise, that there are no unpaid claims due subcontractors, suppliers or laborers by reason of any Work under the Contract. Acceptance by CONTRACTOR of Final Payment shall constitute a waiver of any and all claims of whatsoever nature against OWNER, arising out of or related to the Contract, or the Work, or any acts or omissions of OWNER or ENGINEER, which have not theretofore been timely filed as provided in this Contract. 6.06 PARTIAL PAYMENTS. When the Contract Price is a lump sum amount,prior to the first Application for Payment, CONTRACTOR shall submit to ENGINEER for review and approval a Schedule of Values, which shall fairly allocate the entire Contract Price among the various portions of the Work and shall be prepared in such form and supported by such data to substantiate its accuracy as the ENGINEER may reasonably require. The Schedule of Values shall follow the trade divisions of the Specifications so far as practicable. Upon approval, this Schedule of Values shall be used by ENGINEER as the basis for reviewing the Contractor's Application for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. On or before the tenth day of each month, the CONTRACTOR shall prepare and submit to the ENGINEER, for approval or correction, an application for partial payment, being a statement showing as completely as practicable, the agreed unit quantities and extended total value of the Work done by the CONTRACTOR up to and including the twenty-fifth day of the preceding month; said statement shall also include the value of all conforming materials to be fabricated into the Work and stored in accordance with manufacturer's recommendations and as approved by the OWNER or ENGINEER at the Work site only. No payment will be made for materials stored until OWNER has approved in writing storage at the Work site. The ENGINEER shall then review such statement of unit quantities and application for partial payment and the progress of the Work made by the CONTRACTOR and, within ten days after the date ENGINEER receives CONTRACTOR's application for payment, if the application is found to be accurate and correct and the WORK conforming to the requirements of the Contract Documents, the ENGINEER shall certify the application for partial payment and shall deliver his preliminary certification for payment to the OWNER and the CONTRACTOR; or, if the ENGINEER finds that CONTRACTOR's application for payment contains an error or is otherwise disputed, he shall notify CONTRACTOR of such error or dispute, and shall prepare a preliminary certificate for partial payment for the undisputed amount of the application for payment due CONTRACTOR, and deliver it to the OWNER and CONTRACTOR. ENGINEER'S notice to CONTRACTOR that a bona fide dispute for payment exists shall include a list of the specific reasons for nonpayment. All payment applications made by CON TRACTOR and delivered to ENGINEER and all verifications and certification of such applications shall be made and transmitted within the Pro- Trak system and signed with the appropriate electronic signatures as provided for in the software. 10-2012 00700-22 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Such applications for payment shall not be considered complete unless accompanied by the CONTRACTOR'S Partial Waiver of Lien and Payment Affidavit, Section 00615, duly executed by an authorized representative of the CONTRACTOR and reflecting the correct corresponding amount of the payment application. The OWNER shall then pay the CONTRACTOR, within thirty (30) days of the date of ENGINEER's receipt of the application for payment, the undisputed balance due, less applicable retainage, and further less all previous payments and all further sums that may be retained or withheld by the OWNER under the terms of this Agreement. CONTRACTOR may submit a corrected application for payment after its receipt of the ENGINEER's notice of error or dispute, and such corrected application for payment shall be reviewed by the ENGINEER and disputed or paid under the same procedure and within the same time limits set out above. As a condition of any progress payment under this Agreement, CONTRACTOR shall execute and deliver to ENGINEER and OWNER a full release of all claims, direct or indirect, at law or in equity, arising out of or related to the Work to date, excluding retainage or any claims previously submitted as required under the terms of the Contract, and specifically identified and excluded by CONTRACTOR in the release. OWNER shall be entitled to retain from each progress payment five percent (5%) of the amount thereof. Such retainage shall be retained until Final Completion and satisfaction of all conditions for Final Payment. It is understood, however, that in case the whole Work be near to completion, as certified by the ENGINEER, and some unexpected or unusual delay occurs, through no neglect or fault on the part of the CONTRACTOR, the OWNER may, upon written recommendation of �`. the ENGINEER, pay a reasonable and equitable portion of the retained percentage to the CONTRACTOR, or the CONTRACTOR, at the OWNER'S option, may be relieved of the obligation to fully complete the Work, and thereupon, the CON TRACTOR shall receive, at the OWNER'S option, payment of the balance due him under the Contract for Work completed in accordance with the Contract Documents, subject to OWNER's rights to otherwise withhold or retain payments, and subject to the conditions set forth under"6.08 FINAL PAYMENT." The Owner at its option and in compliance with Texas law may reduce retainage to less than the above-stated percentages. 6.07 USE OF COMPLETED PORTIONS & PUNCHLIST. The OWNER shall have the right to take possession of and use any completed or partially completed portions of the Work, notwithstanding that the time for completing the entire work or such portions may not have expired; but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use increases the cost of or delays the Work, the CONTRACTOR shall promptly and within three (3) days of OWNER's taking possession, give OWNER written notice of same, and CONTRACTOR may be entitled to such extra compensation or extension of time, or both, as may be determined in accordance with the provisions of this Agreement. 6.08 SUBSTANTIAL COMPLETION. The CONTRACTOR shall notify the OWNER AND ENGINEER, by letter executed by a duly qualified officer of CONTRACTOR, that in CONTRACTOR's opinion, the Work of the Contract, or an agreed portion thereof, is "Substantially Complete". Such notification shall include a list of all outstanding or incomplete items. Upon receipt, and within a reasonable time thereafter, of such notice, the ENGINEER and the CONTRACTOR shall jointly perform a walk-through and inspection of the Work to determine 10-2012 00700-23 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT the status of all or the identified portion of the work, and the ENGINEER shall prepare a detailed list of unfinished, incomplete, defective and/or non-conforming Work ("Punchlist"). If the ENGINEER determines that the Work is Substantially Complete in accordance with the Contract Documents, the ENGINEER shall issue to the OWNER and the CONTRACTOR a Certificate of Substantial Completion. OWNER shall have seven (7) days after receipt of Certificate to make written objection to the ENGINEER as to any provision of the Certificate or the attached list of non-conforming work. If ENGINEER concludes that the Work is not Substantially Complete, ENGINEER will, within fourteen (14) days, notify CONTRACTOR of the reason he believes the Work is not Substantially Complete. Upon Substantial Completion of the Work, ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities, pending final payment and acceptance, with respect to security, maintenance, utilities and damage to the Work, except as otherwise provided in the Certificate of Substantial Completion. NEITHER THE SUBSTANTIAL COMPLETION OF THE WORK, NOR THE OMISSION OF AN ITEM FROM THE PUNCHLIST, SHALL EXCUSE THE CONTRACTOR FROM PERFORMING ALL OF THE WORK UNDERTAKEN, WHETHER OF A MINOR OR MAJOR NATURE, AND THEREBY COMPLETING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. The Certificate of Substantial Completion shall establish the time period within which CONTRACTOR shall complete the Work for Final Acceptance by the Owner and ENGINEER. 6.08-1 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, for security requirement reasons. OWNER may establish an access procedure to facilitate CONTRACTOR's uninterrupted access to the Work for the purposes of completing and correcting all items on the Punchlist in an expeditious manner. 6.09 FINAL PAYMENT. Final payment of the Retainage withheld from the Contract Price shall be made by the OWNER to the CONTRACTOR at such time as: (a) the Work, including all Change Orders and including all Punchlist work,has been fully completed in strict accordance with the Contract Documents; (b) the Contract has been fully performed except for the CONTRACTOR's responsibility to correct nonconforming Work during the warranty period set forth in the Contract Documents, and to satisfy other requirements, if any,which necessarily survive fmal 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; r� 10-2012 00700-24 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT rel.\ (f) CONTRACTOR delivers to OWNER all building certificates required prior to occupancy and all other required inspections/approvals/acceptances by city, county, state governmental entities or other authorities having jurisdiction; (g) CONTRACTOR delivers to OWNER assignments of all guarantees and warranties from subcontractors,vendors, suppliers or manufacturers, as well as names, addresses and telephone numbers of contacts for each subcontractor,vendor, supplier or manufacturer; (h) CONTRACTOR removes all equipment,tools,temporary facilities,surplus materials and rubbish from the site,and final cleans the site to OWNER's satisfaction; (i) CONTRACTOR delivers to OWNER a Full and Final Release and Affidavit of Bills Paid in the form attached hereto as Attachment No. 2, executed by CONTRACTOR; (j) CONTRACTOR delivers to OWNER all other documentation required to be submitted to OWNER pursuant to the Contract Documents, including but not limited to any special guarantees or warranties, operation and maintenance manuals,etc'. in each case in a form satisfactory to OWNER as determined in OWNER's sole discretion; and (k) the Final Application for Payment has been approved by the ENGINEER and OWNER. Acceptance of Final Payment by the CONTRACTOR shall constitute a waiver of all claims by CONTRACTOR against OWNER other than any claims previously made in writing by CONTRACTOR against OWNER, and still unsettled,.and except for claims arising out of third party actions, cross-claims and counterclaims. No interest shall be due or payable by OWNER to CONTRACTOR on any sums retained or withheld by OWNER pursuant to the terms or provisions of the Contract Documents, except as otherwise provided by applicable law. Neither the Certificate of Substantial Completion nor the Final Payment nor possession or acceptance of the Work shall relieve the CONTRACTOR of its obligation for correction of defective or non- conforming Work, or for fulfillment of any warranty, which may be required by law or by the Contract Documents. 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 CON TRACTOR 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. 10-2012 00700-25 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.11 CORRECTION OF WORK AFTER FINAL PAYMENT. If within one (1) year 7 from the date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents, CONTRACTOR shall, at its sole cost, correct it and any other work affected thereby promptly after receipt of a written notice from OWNER to do so. In addition, CONTRACTOR shall be responsible for any damage to building contents, when such damage results from the CONTRACTOR's use of faulty materials or defective workmanship; to the extent such damage is not covered by OWNER's insurance. This warranty period shall renew and recommence for each corrected item of Work upon completion of the remedial work. This time period for correction by CONTRACTOR is in addition to, and not in lieu of, all warranties or remedies,which exist at common law or by statute. These warranty obligations shall survive the termination of this Contract, and shall be enforceable by a decree of specific performance, in addition to such other rights and remedies available to OWNER at law or in equity. 6.12 PAYMENTS WITHHELD. The OWNER may withhold, or on account of subsequently discovered evidence nullify and demand immediate repayment of, the whole or part of any certificate for payment or payment, to such extent as may be necessary to protect OWNER from loss on account of: (a) Defective or non-conforming Work not remedied; (b) Claims filed or reasonable evidence indicating probable filing of claims; (c) Failure of the CONTRACTOR to make payments promptly to subcontractors or for material or labor; (d) Damage to another contractor, OWNER, existing improvements on the site, or to adjacent or adjoining property; (e) Reasonable doubt that the Work can be completed for the unpaid balance of the Contract amount; (f) Reasonable indication that the Work will not be completed within the Contract Time; (g) Failure on the part of the CONTRACTOR to execute any and all documents, releases or other documents presented to the CONTRACTOR for execution, as provided for herein or otherwise; (h) Liquidated or other damages due to late completion; and/or (i) Any breach by CONTRACTOR of this Contract or any other agreement between OWNER and CONTRACTOR. When the above grounds are removed to OWNER's satisfaction,the withheld payment shall be made promptly. If the said causes are not so remedied, OWNER may remedy the same for CONTRACTOR's account, charge the entire cost thereof to CONTRACTOR and deduct such cost 10-2012 00700-26 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT from the Contract Sum or from any payments due or to become due under any other agreement between OWNER and CONTRACTOR. 6.13 DELAYED PAYMENTS. Should the OWNER fail to make payment to the CONTRACTOR when payment is due in accordance with the terms of the Contract Documents, any interest due CONTRACTOR for late payments shall accrue and be paid in accordance with the provisions of Chapter 2251 of the Texas Government Code, as amended, and payment of such interest shall fully liquidate and compensate any injury to the CONTRACTOR growing out of such delay in payment. Should OWNER fail to pay CONTRACTOR an undisputed amount due within the time limits provided in the Contract or applicable law, CONTRACTOR shall give the notice required and comply with the provisions of Section 2251.051 of the Texas Government Code, and shall thereupon be entitled to the rights and remedies provided therein. 7.0 EXTRA WORK AND CLAIMS 7.01 DIFFERING SITE CONDITIONS. During the progress of the work,if subsurface, latent physical conditions or unknown physical conditions of an unusual nature are encountered at the site that differ materially from those indicated in the contract or from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract,the CONTRACTOR shall notify the OWNER's Representative in writing within three(3)calendar days of the specific differing conditions before the site is disturbed and before the affected work is performed. (a)Upon written notification,the ENGINEER will investigate the conditions,and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract,an adjustment, excluding anticipated profits,will be made and the contract modified in writing accordingly. The ENGINEER will notify the CONTRACTOR in writing of the determination whether or not an adjustment of the contract is warranted. (b)No contract adjustment which results in a benefit to the CONTRACTOR will be allowed unless the CONTRACTOR has provided the required written notice. (c)No contract adjustment will be allowed under this clause for any effects caused on unchanged work. 7.02 SUSPENSIONS OF WORK ORDERED BY THE ENGINEER. If the performance of all or any portion of the work is suspended by the ENGINEER in writing for seven(7) calendar days and the 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 C beyond the control of and not the fault of the CONTRACTOR,its suppliers, or subcontractors at any approved tier,and not caused by weather,the ENGINEER will make 10-2012 00700-27 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 CON TRACTOR. If approved by both parties the Construction Manager shall prepare a Deductive Change Order in the amount stated in the estimate for the signature of the CONTRACTOR and the OWNER for inclusion in the next Pay Application. The Deductive Change Order must be signed and executed by both the OWNER and CONTRACTOR prior to start of work on any non-Work Day. 7.05 MINOR CHANGES. The ENGINEER may authorize minor changes in the Work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price or time. If the CONTRACTOR believes that any minor changes authorized by the ENGINEER involves Extra Work or entitles him to an increase in the Contract Price or the Contract Time, the CONTRACTOR shall give notice of same by written request to the ENGINEER for a written Work Order, with a copy to OWNER. Any such notice and request by the CONTRACTOR shall be given prior to beginning the changed work. CONTRACTOR's commencement of any minor change in the Work prior to such written notice and request shall constitute a waiver of any and all claims for an increase in the Contract Price or the Contract Time arising out of or related to such changed work. 7.06 EXTRA WORK. It is agreed that the CONTRACTOR shall perform all work when presented with a written Change Order, Work Change Directive or Work Order signed by the ENGINEER, subject, however, to the right of the CONTRACTOR to require written confirmation of such Change Order, Work Change Directive or Work Order by the OWNER. It is agreed that the basis of compensation or adjustment to the CONTRACTOR for work either altered, added or deleted by a Change Order or Work Change Directive, or for which a claim for Extra Work is made, shall be determined by one or more of the following methods: Method(A)--By Contract unit prices applicable to the work, if any; or 10-2012 00700-28 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Method(B)--By agreed unit prices or agreed stipulated lump sum price; or Method(C)--If neither Method (A) nor Method (B) can be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "Actual Field Cost" of the work plus: a) For subcontractors performing work mark-up shall be limited to fifteen percent, ten(10%)for the subcontractor plus five(5%) for the General Contractor or b)For the General Contractor alone,self-performing the extra work,without subcontractor, the mark-up shall not exceed ten percent (10%), as full and final compensation for the Extra Work and all costs and expenses, direct or indirect, arising out of or related thereto. In the event said Extra Work or Change Order or Work Change Directive work is performed and paid for under Method(C), then the provisions of this paragraph shall apply and the "Actual Field Cost" is hereby defined as the cost to the CONTRACTOR of all workers, such as foremen, timekeepers, mechanics and laborers, and materials, supplies, trucks, rentals of machinery and equipment, for the time actually employed or used on such Extra Work or Change Order or Work Change Directive work, plus actual transportation charges necessarily incurred together with all power, fuel, lubricants, water and similar operating expenses, plus all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security, Old Age Benefits and other payroll taxes, and a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation, and all other insurance as may be required by law or ordinance, or the Contract Documents,plus all payments to subcontractors for such work. The ENGINEER may direct the form in which accounts of the "Actual Field Cost" shall be kept and the records of these accounts shall be made available to the ENGINEER. The ENGINEER or OWNER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using one hundred percent (100%), unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America where practicable. The mark-up of the "Actual Field Cost"to be paid to the CONTRACTOR, shall cover and compensate him for his profit, overhead, and all other elements of cost and expense not embraced within the "Actual Field Cost" as herein defined, save that where the CONTRACTOR's field office must be maintained solely on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "Actual Field Cost." No claim for Extra Work of any kind will be allowed unless ordered by the ENGINEER in a written Work Order. In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the Contract Time, he shall make written request to the ENGINEER for a written Work Order authorizing such Extra Work within ten (10) days of ENGINEER's orders or ran\ 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 10-2012 00700-29 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT acknowledgement by the ENGINEER that the work which is the subject of the Work Order is n Extra Work outside the scope of the Contract Work, but shall merely constitute a direction to the CONTRACTOR to perform the work, and the CONTRACTOR shall proceed with the work, and shall keep an accurate account of the "Actual Field Cost" thereof, as provided under Method (C). Upon completion of the alleged Extra Work, the CONTRACTOR shall promptly and within ten (10) days submit his claim to the ENGINEER by proper certification and attestation, on forms provided by the ENGINEER. The ENGINEER shall render a written decision on CONTRACTOR's claim within ten (10) days. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and binding upon the parties. If the ENGINEER shall fail to respond in writing to CONTRACTOR's claim within thirty (30) days of the date of submission, or if CONTRACTOR shall dispute or object to ENGINEER's decision on any claim, and CONTRACTOR fails to file a Request for Mediation of such claim in accordance with the provisions of Article 9.0,within sixty(60) days after the date of submission to the ENGINEER, or such longer period as the parties may agree to in writing, the CONTRACTOR shall lose and forfeit his right to make such claim for Extra Work at any later date, and all such claims held by the CONTRACTOR shall be deemed waived, forfeited and forever barred. CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 7.07 TIME OF FILING CLAIMS. Except as otherwise provided herein, all questions of dispute or adjustment shall be made within the Pro-Trak system and filed with the ENGINEER within three (3) days after the ENGINEER has given any directions, order or instruction to which the CONTRACTOR desires to take exception. The ENGINEER shall reply within thirty(30) days to such written exceptions, and render his final decision in writing. It is mutually agreed between the parties that the ENGINEER's decision on all claims or questions in relation to the Work, CONTRACTOR's performance of the Work, any changes in the Work or Extra Work, the Contract Price and/or the Contract Time, shall be final and conclusive and binding upon the parties. In case the CONTRACTOR should desire to appeal from the ENGINEER's decision, the CONTRACTOR may request a meeting between representatives of the OWNER and the CONTRACTOR for the purposes of appealing the ENGINEER's decision directly to the OWNER, such meeting to occur within ten (10) days after the date of the CONTRACTOR's request, or such longer period as may be agreed to by the parties in writing. If the CONTRACTOR shall still be aggrieved after a meeting with the OWNER and/or his representative, the CONTRACTOR shall have sixty (60) days after the date of the meeting, or such longer period as the parties may agree to in writing, to file a Request for Mediation of such claim in accordance with the provisions of Article 9.0. In the event the CONTRACTOR shall fail, for any reason, to timely file a Request for Mediation, the OWNER shall be released of any and all liability, and the CONTRACTOR's failure to timely file a Request for Mediation shall constitute a waiver, forfeit and final bar of all such claims held by the CONTRACTOR against the OWNER. CONTRACTOR shall continue to diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. 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 10-2012 00700-30 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT or the ENGINEER, or if the CONTRACTOR fails to comply with the orders of the ENGINEER when such orders are consistent with the Contract Documents, or if the CONTRACTOR otherwise defaults on its obligations under the Contract, OWNER shall have the right, if it so elects and without prejudice to any other rights it may have, after giving five (5) days written notice of default to CONTRACTOR and any surety, to terminate the Contract or any part thereof and/or to take over or cause others to take over the Work or any part thereof, and to complete such Work for the account of CONTRACTOR. Where Performance and Payment Bonds exist, the sureties on these bonds shall be directed to complete the Work in conjunction with the notice of default, and a copy of said notice shall be delivered to the CONTRACTOR. After receiving said notice of default,the CONTRACTOR shall promptly and within no more than three (3) days, remove from the Work any machinery, equipment, or tools then on the job, not intended for incorporation into the Work. Should CONTRACTOR fail to promptly remove such machinery, equipment or tools, OWNER may remove such machinery, equipment or tools and store same at CONTRACTOR's expense; return such machinery, equipment or tools to their purported owner; or otherwise dispose of such machinery, equipment or tools as OWNER sees fit. Any materials, supplies and/or equipment delivered for use in the Work, may be used in the completion of the Work by the OWNER or the surety on the Performance Bond, or another contractor in completion of the Work; it being understood that the use of such equipment, supplies and materials will ultimately reduce the cost to complete the Work and be reflected in the final settlement. Where there is no Performance Bond or in case the surety should fail to commence compliance with the notice for completion hereinabove provided for within ten (10) days after the service of such notice, then the OWNER may provide for completion of the Work in either of the following elective manners: (a) The OWNER may thereupon employ such force of workers and use such machinery, equipment, tools, materials and supplies as the OWNER may deem necessary to expeditiously complete the Work, and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such monies as may be due or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement or any other agreement between OWNER and CONTRACTOR. In case such expense is less than the sum which would have been payable under this Contract if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall be credited with the difference. In case such expense is greater than the sum which would have been payable under this Contract if the same had been completed by such CONTRACTOR, then the CONTRACTOR and/or his surety shall promptly pay the amount of such excess to the OWNER upon demand; or (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 10-2012 00700-31 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 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 fmal 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 CON TRACTOR 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 .7 and/or his surety fail to pay the amount due the OWNER within the time designated above, and there remains any machinery, equipment, tools, materials or supplies which are the property of CONTRACTOR on the site of the Work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his surety at the respective addresses designated in the Contract, provided, however, that actual written notice given in any manner will satisfy this condition. After mailing or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his surety, subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date of such notice, the OWNER may sell such property, equipment, tools, materials or supplies, and apply the net sum derived from such sale to the credit of the CONTRACTOR and his surety. Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials or supplies, which remain on the Work, and belong to persons other than the CONTRACTOR or his surety, to their reputed owners. 8.02 SUPPLEMENTATION OF CONTRACTOR FORCES. If CONTRACTOR at any time shall, in OWNER'S sole opinion, fail to furnish skilled workers, suitable materials, supplies or adequate equipment sufficient for the prompt, timely and diligent prosecution of the Work in 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 10-2012 00700-32 of 36 CITY OF PEARLAIVD GENERAL CONDITIONS OF AGREEMENT 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 CON TRACTOR under the Contract or any unearned, unpaid amount under the Contract. 8.05 INSOLVENCY. It is recognized that if CONTRACTOR becomes a debtor in voluntary or involuntary bankruptcy proceedings, makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of his insolvency, such events could seriously impair or frustrate CONTRACTOR's performance of the Work. Accordingly, it is agreed that should CONTRACTOR become a debtor in bankruptcy, either voluntary or involuntary, CONTRACTOR shall notify OWNER in writing within twenty-four (24) hours of the filing with the bankruptcy court. Further, it is agreed that upon occurrence of any one or more such events, OWNER shall be entitled to request of CONTRACTOR or its successors, trustees or receivers, adequate assurances of future performance. In the..event such adequate assurances are not given to the reasonable satisfaction of OWNER within seventy-two (72) hours of such request, OWNER shall have the right to immediately invoke the remedies of this Section 8 or as provided by law. Pending receipt of such adequate assurances of such future performance, OWNER may proceed with the Work on a temporary basis and deduct the costs, plus reasonable overhead and profit, from any amounts due or which may become due to CONTRACTOR under the Contract or any other agreement with OWNER. In this regard, OWNER and CONTRACTOR agree that delays in performance could result in more damages to CONTRACTOR than would be sustained if OWNER failed to exercise such remedies. 8.06 CONTINGENT ASSIGNMENT. CONTRACTOR hereby assigns to OWNER, all of CONTRACTOR's rights under and interest in any and all subcontracts and/or purchase orders 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 10-2012 00700-33 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT acceptance to CONTRACTOR and subcontractor, and may require subcontractors to perform all of the then unperformed duties and obligations under the subcontract, for the direct benefit of OWNER. In the event OWNER requires such performance by a subcontractor, then OWNER shall be obligated to pay such subcontractor any amounts due and owing under the terms of the subcontract/purchase order, at the subcontract prices and rates, and subject to any rights of withholding or offset and other terms and conditions of the subcontract, for all work properly performed by such subcontractor, to the date of OWNER's acceptance and thereafter. OWNER's liability in this connection, however, shall not exceed the amount obtained by subtracting all payments made by 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 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 10-2012 00700-34 of 36 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT (11.b that have not been included in payments to the CONTRACTOR and have not been incorporated into the Work. And thereupon, the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR,which estimate shall include the value of all Work actually completed by said CONTRACTOR (at the Contract Prices), the value of all partially completed Work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this Contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole Work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement, and shall present the same to the OWNER, and OWNER's payment of said sum to the CONTRACTOR, on or before thirty (30) days after OWNER's receipt of such statement, shall satisfy any and all rights, claims or causes of action of CONTRACTOR arising out of or related to such default by OWNER, and shall be CONTRACTOR's sole and exclusive remedy for such default. A disputed or unilateral claim by the Contractor cannot by itself constitute a default hereunder. 9.0 DISPUTE RESOLUTION Any dispute or pending claim or dispute resolution process between OWNER and CONTRACTOR shall not excuse or relieve CONTRACTOR of its obligations under the Contract, and CONTRACTOR shall diligently prosecute the Work notwithstanding any pending claim, dispute, or dispute resolution process between OWNER and CONTRACTOR. All claims, disputes and other matters in question arising out of or relating to, the Contract, or the breach thereof, shall be subject to mediation as a condition precedent to any other dispute resolution process as may be selected by OWNER Unless mutually agreed otherwise the mediation shall be conducted by a third party who will be selected by agreement between OWNER and CONTRACTOR, and Request for Mediation shall be filed with the other party. The parties shall share the mediator's fee and any filing fees equally. If a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the work of a subcontractor or supplier, OWNER or CONTRACTOR may join such subcontractor or supplier as a party to any mediation proceeding, between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts and/or purchase orders related to the Work a specific provision whereby the subcontractor or supplier consents to being joined in mediation between OWNER and CONTRACTOR involving the work of such subcontractor or supplier. This Contract shall be governed by the laws of the State of Texas and shall be considered performable in Brazoria County, Texas, for venue purposes. Further, the OWNER and CONTRACTOR stipulate that venue for any dispute resolution proceeding involving or touching upon the Contract other than the conduct of an arbitration hearing shall be in Brazoria County, 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 10-2012 00700-35 of 36 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT process, CONTRACTOR agrees to pay OWNER all reasonable attorneys' fees incurred by "'II.) OWNER in defending such claim provided OWNER is the prevailing party, in whole or in part, in such proceeding. n 1 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 rib\ limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers"Compensation, Subtitle A Texas Workers' Compensation Act, for employees of the contractor providing services on the project, for the duration of the project. C. The CONTRACTOR must provide a certificate of coverage to the OWNER prior to being awarded the Contract. D. If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the project, the CONTRACTOR must, prior to the end of the coverage period, file a new certificate of coverage with the OWNER showing that coverage has been extended. E. The CON TRACTOR 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 reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for all of its employees providing services on the Project, for the duration of the Project; (2) provide to the CONTRACTOR,prior to that person beginning work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the Project: 05/2007 00700-A2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (3) provide the CONTRACTOR,prior to the end of the coverage period, a new certificate of coverage, showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (4) obtain from each other person with whom it contracts, and provide to the CONTRACTOR: (a) a certificate of coverage,prior to the other person beginning work on the Project; and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (5) retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; (6) notify the OWNER in writing by certified mail or personal delivery,within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts,to perform as required by paragraphs(1) - (7),with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage agreements will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or,in the case of a self-insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The 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. C 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 (hereafter "CONTRACTOR") and the City of Pearland (hereafter "OWNER") for the Project known as Hatfield Road Paving Improvements Project (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 fmal 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 CON TRACTOR has received payment in full for all other Applications for Payment submitted under the Contract, and that CONTRACTOR has been fully compensated for all labor, materials, equipment and/or services furnished in connection with the Contract, except for the Final Payment. 2. It is agreed and stipulated by the undersigned CONTRACTOR that upon the receipt of Final Payment in the amount as set out on the attached Application for Payment, the CONTRACTOR, by execution of this instrument of release, does, therefore, RELEASE and FOREVER DISCHARGE OWNER of and from all manner of debts, claims, demands, obligations, suits, liabilities and causes of action of any nature whatsoever, at law or in equity, in contract or in tort, now existing or which may hereafter accrue, arising out of or related to the Contract, any Change Orders or Work Orders, the Work, or any labor, materials, equipment or services furnished by CONTRACTOR to OWNER. 3. The CONTRACTOR, acting by and through the person or persons whose names are subscribed hereto, does solemnly swear and affirm that all bills and claims have been paid to all materialmen, suppliers, laborers, subcontractors, or other entities performing services or supplying materials or equipment, and that OWNER shall not be subject to any bills, claims, demands, litigation or suits in connection therewith. 4. It is further specifically understood and agreed that this Agreement for Final Payment and Contractor's Sworn Release shall constitute a part of the Contract, and it is also specifically understood and agreed that this Agreement shall not act as a modification, waiver or renunciation by OWNER of any of its rights or remedies as set out in the Contract itself, but this Agreement for Final Payment and Contractor's Sworn Release shall constitute a supplement thereto for the additional 05/2007 00700-B1 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT protection of OWNER. 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 J 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 PEARLAIVD 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 in the most current edition of A. M. Best's Key Rating Guide. 3.3 Restrictive, Limiting, or Exclusionary Endorsements. All insurance coverage shall be provided to the Owner Parties in compliance with the requirements herein and shall contain no endorsements that restrict, limit, or exclude coverage required herein in any manner without the prior express written approval of the Owner. 3.4 Limits of Liability. The limits of liability may be provided by a single policy of insurance or by a combination of primary and umbrella policies, but in no event shall the total limits of liability available for any one occurrence or accident be less than the amount required herein. 3.5 Notice of Cancellation, Nonrenewal, or Material Reduction in Coverage. All insurance coverage shall contain the following express provision: In the event of cancellation, non-renewal, or material reduction in coverage affecting the certificate holder, thirty (30) days prior written notice shall be given to the certificate holder by certified mail or registered mail,return receipt requested. 3.6 Waiver of Subrogation. The Contractor hereby agrees to waive its rights of recovery from the Owner Parties with regard to all causes of property and/or liability loss and shall cause a waiver of subrogation endorsement to be provided in favor of the Owner Parties on all insurance coverage carried by the Contractor, whether required herein or not. 3.7 Deductible/Retention. Except as otherwise specified herein, no insurance required herein shall contain a deductible or self-insured retention in excess of $25,000 without prior written approval of the Owner. All deductibles and/or retentions shall be paid by, assumed by, for the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same. 4. Maintenance of Insurance. The following insurance shall be maintained in effect with limits not less than those set forth below at all times during the term of this Agreement and thereafter as required: C 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 maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to Owner stating Work completion date. 4.2 Auto Liability Insurance 4.2.1 Coverage. Such insurance shall cover liability arising out of any auto (including owned,hired, and non-owned). 4.2.2 Form. Business Auto form (at least as broad as an unmodified ISO CA 0001 or its equivalent). 4.2.3 Amount of Insurance. Coverage shall be provided with a limit of not less than$1,000,000. 4.2.4 Required Endorsements a. 'Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in-3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.3 Employer's Liability Insurance 4.3.1 Coverage. Employer's Liability Insurance shall be provided as follows: 4.3.2 Amount of Insurance. Coverage shall be provided with a limit of not less than: Employer's Liability: $1,000,000 each accident and each disease. 4.3.3 Required Endorsements a. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage, as required in 3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.4 Umbrella Liability Insurance 4.4.1 Coverage. Such insurance shall be excess over and be no less broad than all coverages described above and shall include a drop-down provision for exhaustion of underlying limits. 4.4.2 Form. This policy shall have the same inception and expiration dates as the commercial general liability insurance required above. 10-2012 00700-C4 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.4.3 Amount of Insurance. Coverage shall be provided with a limit of not less 7 than$5,000,000. 4.4.4 Continuing Umbrella Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.5 Professional Liability Insurance 4.5.1 Coverage. The Contractor shall provide professional liability insurance for any professional design or engineering drawing required by the work. Such insurance shall indemnify the Owner from claims arising from the negligent performance of professional services of any type, including but not limited to design or design/build services as part of the Work to be performed. 4.5.2 Form. This insurance shall include prior acts coverage sufficient to cover all services rendered by the Contractor and by its consultants under this Agreement. It is recognized that this coverage may be provided on a Claims-Made basis. 4.5.3 Amount of Insurance. Coverage shall be provided with a limit of not less than$1,000,000. 4.5.4 Continuing Professional Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.6 Builder's Risk 4.6.1 Insureds. Insureds shall include: a. Owner, General Contactor and all Loss Payees and Mortgagees as Named Insureds; and b. subcontractors of all tiers in the Work as Additional Insureds. 10-2012 00700-C5 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (alib\ 4.6.2 Covered Property. Such insurance shall cover: a. all structure(s) under construction, including retaining walls, paved surfaces and roadways, bridges, glass, foundation(s), footings, underground pipes and wiring, excavations, grading, backfilling or filling; b. all temporary structures (e.g., fencing, scaffolding, cribbing, false work, forms, site lighting, temporary utilities and buildings) located at the site; c. all property including materials and supplies on site for installation; d. all property including materials and supplies at other locations but intended for use at the site; e. all property including materials and supplies in transit to the site for installation by all means of transportation other than ocean transit; and f. other Work at the site identified in the Agreement to which this Exhibit is attached. Form a_ Coverage shall be at least as broad as an unmodified ISO Special form, shall be provided on a completed-value basis, and shall be primary to any other coverage insurance available to the insured parties, with that other insurance being excess, secondary and non- contributing. b. No protective safeguard warranty shall be permitted. c. Required coverage shall further include: i_ Additional expenses due to delay in $TBD completion of project(where applicable) ii. Agreed value Included without sublimit iii. Damage arising from error, omission or Included without sublimit deficiency in construction methods, design, specifications,workmanship or materials, including collapse iv. Debris removal additional limit 25% of direct damage loss v. Earthquake (where applicable) $ TBD vi. Earthquake sprinkler leakage(where $ TBD applicable) vii. Expediting expenses $ TBD viii. Flood(where applicable) $ TBD ix. Freezing Included without sublimit x. Mechanical breakdown,including hot& Included without sublimit \ xi. cold testing(where applicable) Notice of cancellation,non-renewal or Included 10-2012 00700-C6 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT material reduction—60 days prior written notice to each insured xii. Occupancy clause,as required in F, Included below • xiii. Ordinance or law Included without sublimit xiv. Pollutant clean-up and removal $TBD xv. Preservation of property Included without sublimit xvi. Replacement cost Included xvii. Theft Included without sublimit xviii. Waiver of subrogation as required in G, Included below. 4.6.3 Amount of Insurance. Coverage shall be provided in an amount equal at all times to the full replacement value and cost of debris removal for any single occurrence. 4.6.4 Deductibles. Deductibles shall not exceed the following: a. All Risks of Direct Damage, Per $5,000 Occurrence,except b. Delayed Opening Waiting Period 5 Days c. Flood,Per Occurrence $25,000 or excess of NFIP if in Flood Zone A, B or 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. n 10-2012 00700-C7 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (11. 4.6.6 Waiver of Subrogation. The waiver of subrogation provision shall be g g 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 Tnsured's name,which must match that on this Agreement. 6.3.3 Insurance companies affording each coverage, policy number of each coverage, policy dates of each coverage, all coverages and limits described herein, and signature of authorized representative of insurance company. 6.3.4 Producer of the certificate with correct address and phone number listed. 6.3.5 Additional insured status required herein. 6.3.6 Amount of any deductibles and/or retentions. 6.3.7 Cancellation, non-renewal and material reduction in coverage notification as required by this Agreement. Additionally, the words "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon Company, it agents or representatives" shall be deleted from the cancellation provision of the ACORD 25 certificate of insurance form. 10-2012 00700-C8 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.3.8 Designated Construction Project Aggregate Limits required herein. +`' 6.3.9 Personal Injury contractual liability required herein. 6.3.10 Primary and non-contributing status required herein. 6.3.11 Waivers of subrogation required herein. 6.4 Required Endorsements. A copy of each of the required endorsements shall also be provided. 6.5 Failure to Obtain. Failure of any Owner Party to demand such certificate or other evidence of full compliance with these insurance requirements or failure of any Owner Party to identify a deficiency from evidence that is provided shall not be construed as a waiver of the Contractor's obligation to maintain such insurance. 6.6 Certified Copies. Upon request of any Owner Party, the Contractor shall provide to the Owner a certified copy of all insurance policies required herein within ten (10) days of any such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the expiration of the previous policy. 6.7 Commencement of Work. Commencement of Work without provision of the required certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any subcontractor from performing any Work until such certificate of insurance, ^° evidence of 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 rk\ subcontractors to waive, any claim for damage or loss to said property in favor of the Owner Parties. 8. Use of the Owner's Equipment. The Contractor, its agents, employees, subcontractors or suppliers shall use the Owner's equipment only with express written permission of the Owner's designated representative and in accordance with the Owner's terms and condition for such use. If the Contractor or any of its agents, employees, subcontractors or suppliers utilize any of the Owner's equipment for any purpose, including machinery, tools, scaffolding, hoists, lifts or similar items owned, leased or under the control of the Owner, the Contractor shall defend, indemnify and be liable to the Owner Parties for any and all loss or damage which may arise from such use. 9. Release and Waiver. The Contractor hereby releases, and shall cause its subcontractors to release, the Owner Parties from any and all claims or causes of action whatsoever which the Contractor and/or its subcontractors might otherwise now or hereafter possess resulting in or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been covered by insurance required herein, including the deductible and/or uninsured portion thereof, maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement. r 10-2012 00700-C10 / , ® MM/DATE( DD/YYYY) AR o CERTIFICATE OF LIABILITY INSURANCE 9/21/2017 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS T S ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES PLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED —EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME Certificate Department Brady,Chapman, Holland&Associates PHONE F><t).713-688-1500 F(AAX No):713-688-7967 10055 West Gulf Bank Houston TX 77040 E-MAIL E-MAILADDRESS:everts@bch-insurance.COm INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers Indemnity Company of CT 25682 INSURED INSURER B:Travelers Indemnity of AM(Traveler 25666 AAA Asphalt Paving, Inc. INSURER C:Travelers PropertyCasualty Insuranc 36161 10526 Tanner Road Houston TX 77041 • INSURER o:Charter Oaks Fire Ins.Co.(Travelers 25615 INSURER E:TravelersPropertyCasualtyofAmerica 25674 INSURER F: COVERAGES CERTIFICATE NUMBER:61592704 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL TYPE OF INSURANCE INSD SWVD POUCY NUMBER (UBR MM/DDY/YYYY) IMM EFF POLICY EXP LTR IDDIYYYY) UMITS B x COMMERCIAL GENERAL UABIUTY DTC08732R898 10/18/2016 10/18/2017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $300,000 X 1.000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X PRO- LOC PRODUCTS-COMP/OP AGG $2,000,000 JECT OTHER: $ (,, AUTOMOBILE UABIUTY BA8772R282 10/18/2016 10/18/2017 COMBINED SINGLE E g $1,000,000 `--/ X ANY AUTO BODILY INJURY(Per person) $ —_ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ OS X HIRED AUTOS X NON-0WNED (PPROPERTYeratDAMAGE $ AUTOS C X UMBRELLA LIAB X OCCUR ZUP13T9375416NF 10/18/2016 10/18/2017 EACH OCCURRENCE $2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $2,000,000 DED X RETENTION$10,000 $ D WORKERS COMPENSATION UB8834R288 10/18/2016 10/18/2017 X S ATUTE OTH- ER • AND EMPLOYERS'UABIUTY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE I I N!A EL EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $1,000,000 E Contractors Equipment QT6609345R442TIL 10/18/2016 10/18/2017 Rented/Leased Equipment Floater $500,000 Any one Item• Ded:$2,500 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) The policy includes Blanket additional insured on the general liability includes products/completed operations per form CGD604,automobile per form CAT353 and umbrella per form S00001 with a waiver of subrogation on the general liability per form CGD316,automobile per form CAT353,umbrella per form SU085 and workers compensation per form WC420304 when required by written contract. General Liability includes per project aggregate per form CGD2110104 as required by written contract. This insurance is primary and non-contributory as respects to general liability per form CGD604 as required by written contract. HATFIELD RD PAVING IMPROVEMENTS PROJECT 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 2555 CULLEN PARKWAY ACCORDANCE WITH THE POLICY PROVISIONS. PEARLAND TX 77584 r AUTHORIZED REPRESENTATIVE littortit ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II —WHO IS (a) The Additional Insured — Owners, AN INSURED: Lessees or Contractors — Scheduled Any person or organization that: Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, a. You agree in a "written contract requiring in- the Additional Insured — Owners, surance" to include as an additional insured Lessees or Contractors — Completed on this Coverage Part;and • Operations endorsement CG 20 37 b. Has not been added as an additional insured 07 04 or CG 20 37 04 13, or both of for the same project by attachment of an en- such endorsements with either of dorsement under this Coverage Part which those edition dates; or includes such person or organization in the (b) Either or both of the following: the endorsement's schedule; Additional Insured — Owners, Les- is an insured, but: sees or Contractors — Scheduled a. Only with respect to liability for"bodily injury", Person Or Organization endorsement "property damage"or"personal injury"; and CG 20 10, or the Additional Insured — Owners, Lessees or Contractors — b. Only as described in Paragraph (1), (2) or(3) Completed Operations endorsement below, whichever applies: CG 20 37, without an edition date of (1) If the "written contract requiring insur- such endorsement specified; ance" specifically requires you to provide the person or organization is an additional additional insured coverage to that per- insured only if the injury or damage is son or organization by the use of: caused, in whole or in part, by acts or (a) The Additional Insured — Owners, omissions of you or your subcontractor in Lessees or Contractors — (Form B) the performance of "your work" to which endorsement CG 20 10 11 85; or the "written contract requiring insurance" (b) Either or both of the following: the applies; or Additional Insured — Owners, Les- (3) If neither Paragraph (1) nor(2) above ap- sees or Contractors — Scheduled plies: Person Or Organization endorsement (a) The person or organization is an ad- CG 20 10 10 01, or the Additional In- ditional insured only if, and to the ex- sured —Owners, Lessees or Contrac- tent 'that, the injury or damage is tors — Completed Operations en- caused by acts or omissions of you or dorsement CG 20 37 10 01; your subcontractor in the perform- the person or organization is an additional ance of"your work"to which the "writ- insured only if the injury or damage arises ten contract requiring insurance" sp- out of "your work" to which the "written plies; and contract requiring insurance"applies; (b) The person or organization does not (2) If the "written contract requiring insur- qualify as an additional insured with ance" specifically requires you to provide respect to the independent acts or additional insured coverage to that per- omissions of such person or organi- `� son or organization by the use of: zation. CG D6 04 08 13 ©2013 The Travelers Indemnity Company.All rights reserved. Page 1 of 3 COMMERCIAL GENERAL LIABILITY 2. The insurance provided to the additional insured and collectible other insurance, whether primary, by this endorsement is limited as follows: excess, contingent or on any other basis, that is a. If the Limits of Insurance of this Coverage available to the additional insured when that per Part shown in the Declarations exceed the son or organization is an additional insured, or is minimum limits of liability required by the any other insured that does not qualify as a "written contract requiring insurance", the in named insured, under such other insurance. surance provided to the additional insured will 4. As a condition of coverage provided to the addi- be limited to such minimum required limits of tional insured by this endorsement: liability. For the purposes of determining a. The additional insured must give us written whether this limitation applies, the minimum notice as soon as practicable of an "occur- limits of liability required by the "written con- rence" or an offense which may result in a tract requiring insurance" will be considered claim. To the extent possible, such notice to include the minimum limits of liability of any should include: Umbrella or Excess liability coverage required for the additional insured by that"written con (1) How, when and where the "occurrence" tract requiring insurance". This endorsement or offense took place; will not increase the limits of insurance de- (2) The names and addresses of any injured scribed in Section III—Limits Of Insurance. persons and witnesses; and b. The insurance provided to the additional in- (3) The nature and location of any injury or sured does not apply to "bodily injury", "prop- damage arising out of the "occurrence" or erty damage" or "personal injury" arising out offense. of the rendering of, or failure to render, any b. If a claim is made or "suit" is brought against professional architectural, engineering or sur- the additional insured, the additional insured veying services, including: must: (1) The preparing, approving, or failing to (1) Immediately record the specifics of the prepare or approve, maps, shop draw- claim or"suit"and the date received; and ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, (2) Notify us as soon as practicable. approving, or failing to prepare or ap- The additional insured must see to it that we prove, drawings and specifications; and receive written notice of the claim or"suit" as (2) Supervisory, inspection, architectural or soon as practicable. engineering activities. c. The additional insured must immediately send c. The insurance provided to the additional in- us copies of all legal papers received in con- sured does not apply to "bodily injury" or nection with the claim or"suit", cooperate with "property damage"caused by"your work"and us in the investigation or settlement of the included in the "products-completed opera- claim or defense against the "suit", and oth- tions hazard" unless the "written contract re- erwise comply with all policy conditions. quiring insurance" specifically requires you to d. The additional insured must tender the de- provide such coverage for that additional in- fense and indemnity of any claim or "suit" to sured during the policy period. any provider of other insurance which would 3. The insurance provided to the additional insured cover the additional insured for a loss we by this endorsement is excess over any valid and cover under this endorsement. However, this collectible other insurance, whether primary, ex- condition does not affect whether the insur- cess, contingent or on any other basis, that is ance provided to the additional insured by this available to the additional insured. However, if the endorsement is primary to other insurance "written contract requiring insurance" specifically available to the additional insured which cov- requires that this insurance apply on a primary ers that person or organization as a named basis or a primary and non-contributory basis, this insured as described in Paragraph 3. above. insurance is primary to other insurance available 5. The following is added to the DEFINITIONS Sec- to the additional insured under which that person or organization qualifies as a named insured, and tion: we will not share with that other insurance. But 'Written contract requiring insurance" means that the insurance provided to the additional insured part of any written contract or agreement under by this endorsement still is excess over any valid which you are required to include a person or or- Page 2 of 3 ©2013 The Travelers Indemnity Company.All rights reserved. CG D6 04 08 13 COMMERCIAL GENERAL LIABILITY ganization as an additional insured on this Cover- a. After the signing and execution of the contract age Part, provided that the "bodily injury" and or agreement by you; and "property damage" occurs, and the "personal in- b. While that art of the contract or agreement is jury" is caused by an offense committed, during p g in effect. the policy period and: CG D6 04 08 13 ©2013 The Travelers Indemnity Company.All rights reserved. Page 3 of 3 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments I. Blanket Additional Insured — States Or Political Subdivisions—Permits D. Incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured — Newly Acquired Or Formed Organizations K. Unintentional Omission F. Who Is An Insured — Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft Exclusions c. and g. through n. do not apply Auto Or Watercraft, in Paragraph 2. of SECTION to "premises damage". Exclusion f.(1)(a) I — COVERAGES — COVERAGE A BODILY IN- does not apply to "premises damage" caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured; and d. Smoke resulting from such fire, explosion, (c) Not being used to carry any person or prop- or lightning; or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f. of Section I —Coverage A 1. The first paragraph of the exceptions in Ex- — Bodily Injury And Property Damage Liability clusion j., Damage To Property, in Para is replaced by another endorsement to this graph 2. of SECTION I — COVERAGES — Coverage Part that has Exclusion —All Pollu- COVERAGE A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION I — "premises damage" as described in Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III — LIMITS OF IN- I\ SURANCE. CG D3 16 11 11 c©2011 The Travelers Indemnity Company.All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III—LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of "premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur- vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies.We do not have to fur- fire; explosion; lightning; smoke resulting from nish these bonds. such fire, explosion, or lightning; or water; or 2. The following replaces Paragraph 1.d. of any combination of any of these causes, SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage. To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to.assist us in the Declarations of this Coverage Part; or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- (111 of"insured contract" in the DEFINI- TIONS currence" in the DEFINITIONS Section: Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services" to a person. person or organization for "premises damage" is not an "insured contract"; 2. The following is added to Paragraph 2.a.(1) of SECTION II—WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: age"to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tern- your "employees" who is a nurse practi- porarily occupied by you with permission tioner, registered nurse, licensed practical of the owner;or nurse, nurse assistant, emergency medi- b. The contents of any premises while such cal technician or paramedic; or premises is rented to you, if you rent such (ii) First aid or"Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV —COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or "Good Samaritan ser- (b) That is insurance for "premises damage"; vices" during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. Page 2 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III —LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services", first aid Named Insured if there is no other insurance or"Good Samaritan services" to any one per- which provides similar coverage to that or- son will be deemed to be one"occurrence". ganization. However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I — COV- only: ERAGES —COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it; or cals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of, the insured. that date is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services" means: within 180 days after you acquire or form a. Medical, surgical, dental, laboratory, x-ray it, and we agree in writing that it will con or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages; or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization; and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury" or "advertising injury" arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED — BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED— UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- TIONS: The following is added to SECTION II —WHO IS AN INSURED: The insurance is excess over any valid and collectible other insurance available to the in- Any of your subsidiaries, other than a partnership, sured, whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or "Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or "property damage" that occurred, or "personal Paragraph 2.a.(1) of Section II — Who Is An Insured. injury or "advertising injury" caused by an of fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. II—WHO IS AN INSURED: CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED —OWNERS, H. BLANKET ADDITIONAL INSURED —LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II —WHO IS The following is added to SECTION II —WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on dude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability sect to liabilityfor "bodilyinjury", p y dam- for "bodily injury", "property damage", "personal spect "advertising"property injury"or"advertising injury"that: age", "personal injury"or injury" that: a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit injury"caused by an offense that is commit commit- ted, subsequent to the execution of that con- tract subsequent to the execution of that con- tract or agreement; and tract or agreement; and b. Arises out of the ownership, maintenance or b. Is caused, in whole or in part, by your acts or use of that part of any premises leased to omissions in the maintenance, operation or use of equipment leased to you by such you. equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: (1.111b.\' a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations, whichever are less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment lessor does not apply to any "bodily injury" or b. The insurance provided to such premises "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury"or"advertising injury" caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury"or"adver- lease expires. tising injury" caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in to such premises owner, manager or lessor, surance, whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- The following is added to SECTION II —WHO IS surance must be primary to, or non- AN contributory with, such other insurance, in INSURED: (1111 which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company; or an insured, but only with respect to liability for (iii)An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury" or"advertising injury" arising out of such op- erations. that is your partner, joint venture member or manager; or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- e. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury" or "advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision; or (3) Notice to us of such "occurrence" or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the "occurrence" or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or (2) above ERAL LIABILITY CONDITIONS: discovers that the "occurrence" or offense may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply. surance provided under this Coverage Part to you or any insured listed in Paragraph 1. or 2. However, if this Coverage Part includes an en of Section II —Who Is An Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- fense must be given as soon as practice- cape of"pollutants"which contains a requirement ble only after the "occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an "occurrence"or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. rence"or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish, mental injury,shock, fright, disability, against any person or organization, we waive our humiliation, sickness or disease sustained by right of recovery against such person or organiza- a person, including death resulting from any tion, but only for payments we make because of: of these at any time. a. "Bodily injury" or "property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs; or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of"insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract" in the DEFINITIONS Section is de- leted. The following replaces the definition of "bodily injury"in the DEFINITIONS Section: Page 6 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 "1.14 1 POLICY NUMBER:DT-CO-8732R898 ISSUE DATE: 10-26-15 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM CONTINUED ON IL T8 03 0 ADDRESS: CONTINUED ON IL T8 03 HOUSTON TX 77041 PROVISIONS: If we cancel this policy for any statutorily permitted above.We will mail such notice to the address shown 74) reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 POLICY NUMBER: DT-CO-8732R898 GENERAL PURPOSE ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US (IL T4 05 03 11) THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE • NAME OF PERSON(S) OR ORGANIZATION(S) : ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED (RECEIVED NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. IL T8 03 Page 1 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF B. BLANKET ADDITIONAL INSURED USE—INCREASED LIMIT C. EMPLOYEE HIRED AUTO I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS — INCREASED K. AIRBAGS LIMITS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR F. HIRED AUTO — LIMITED WORLDWIDE COV- LOSS ERAGE—INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that The following is added to Paragraph A.1., Who Is person or organization qualifies as an "insured" An Insured, of SECTION II —COVERED AUTOS under the Who Is An Insured provision contained LIABILITY COVERAGE: in Section II. Any organization you newly acquire or form dur C. EMPLOYEE HIRED AUTO ing the policy period over which you maintain 1. The following is added to Paragraph A.1., 50% or more ownership interest and that is not Who Is An Insured, of SECTION II — COV- separately insured for Business Auto Coverage. ERED AUTOS LIABILITY COVERAGE: Coverage under this provision is afforded only un- An "employee" of yours is an "insured" while til the 180th day after you acquire or form the or- operating an "auto" hired or rented under a ganization or the end of the policy period, which- contract or agreement in an "employee's" ever is earlier. name, with your permission, while performing duties related to the conduct of your busi- B. BLANKET ADDITIONAL INSURED ness. The following is added to Paragraph c. in A.1., 2. The following replaces Paragraph b. in B.5., Who Is An Insured, of SECTION II —COVERED Other Insurance, of SECTION IV — BUSI- AUTOS LIABILITY COVERAGE: NESS AUTO CONDITIONS: Any person or organization who is required under b. For Hired Auto Physical Damage Cover- a written contract or agreement between you and age, the following are deemed to be cov- that person or organization, that is signed and ered "autos"you own: executed by you before the "bodily injury" or (1) Any covered "auto" you lease, hire, "property damage" occurs and that is in effect rent or borrow;and during the policy period, to be named as an addi- (2) Any covered "auto" hired or rented by tional insured is an "insured" for Covered Autos your "employee" under a contract in Liability Coverage, but only for damages to which an "employee's" name, with your CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions However, any"auto" that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: covered "auto". (i) You must arrange to defend the "in- D. EMPLOYEES AS INSURED sured"against, and investigate or set- tle any such claim or "suit" and keep The following is added to Paragraph A.1., Who Is us advised of all proceedings and ac- An Insured, of SECTION II —COVERED AUTOS tions. LIABILITY COVERAGE: (ii) Neither you nor any other involved Any "employee" of yours is an "insured"while us- "insured" will make any settlement ing a covered "auto"you don't own, hire or borrow without our consent. in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED (iii)We may, at our discretion, participate LIMITS in defending the "insured" against, or in the settlement of, any claim or 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION II —COVERED AUTOS LIABIL- (iv)We will reimburse the "insured" for ITY COVERAGE: sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or"property damage" to which tions) required because of an "accident" this insurance applies, that the "in- we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para- 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION II —COVERED AUTOS LIABIL- SECTION 11 — COVERED AUTOS ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE—INDEMNITY BASIS within the limit described in Para- The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION II — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to (5) Anywhere in the world, except any country or make such payments ends when we jurisdiction while any trade sanction, em- have used up the applicable limit of bargo, or similar regulation imposed by the insurance in payments for damages, United States of America applies to and pro settlements or defense expenses. hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period.of 30 days or less (c) This insurance is not a substitute for re- and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 ©2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO You agree to maintain all required or (2) In or on your covered "auto". compulsory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered "auto". local law. Your failure to comply with No deductibles apply to this Personal Property compulsory insurance requirements will not invalidate the coverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (d) It is understood that we are not an admit- Exclusion 3.a. does not apply to "loss" to one or ted or authorized insurer outside the more airbags in a covered "auto" you own that in- United States of America, its territories flate due to a cause other than a cause of "loss" and possessions, Puerto Rico and Can- set forth in Paragraphs A.1.b. and A.1.c., but ada. We assume no responsibility for the only: furnishing of certificates of insurance, or a. If that "auto" is a covered "auto"for Compre- for compliance in any way with the laws hensive Coverage under this policy; of other countries relating to insurance. b. The airbags are not covered under any war- G. WAIVER OF DEDUCTIBLE—GLASS ranty; and The following is added to Paragraph D., Deducti- c. The airbags were not intentionally inflated. ble, of SECTION III — PHYSICAL DAMAGE We will pay up to a maximum of $1,000 for any COVERAGE; one "loss". No deductible for a covered "auto" will apply to L. NOTICE AND KNOWLEDGE OF ACCIDENT OR glass damage if the glass is repaired rather than LOSS replaced. The following is added to Paragraph A.2.a., of H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF SECTION IV—BUSINESS AUTO CONDITIONS; USE—INCREASED LIMIT Your duty to give us or our authorized representa- The following replaces the last sentence of Para- tive prompt notice of the "accident" or "loss" ap- graph A.4.b., Loss Of Use Expenses, of SEC- plies only when the "accident" or "loss" is known TION III—PHYSICAL DAMAGE COVERAGE: to: However, the most we will pay for any expenses (a) You (if you are an individual); for loss of use is $65 per day, to a maximum of (b) A partner (if you are a partnership); $750 for any one"accident". (c) A member (if you are a limited liability corn- !. PHYSICAL DAMAGE — TRANSPORTATION pany); EXPENSES—INCREASED LIMIT (d) An executive officer, director or insurance The following replaces the first sentence in Para- manager (if you are a corporation or other or- graph A.4.a., Transportation Expenses, of ganization); or SECTION III — PHYSICAL DAMAGE COVER- (e) Any"employee"authorized by you to give no- AGE: tice of the "accident" or"loss". We will pay up to $50 per day to a maximum of M. BLANKET WAIVER OF SUBROGATION $1,500 for temporary transportation expense in- The following replaces Paragraph A.5., Transfer curred by you because of the total theft of a coy- Of Rights Of Recovery Against Others To Us, ered "auto"of the private passenger type. of SECTION IV — BUSINESS AUTO CONDI- J. PERSONAL PROPERTY TIONS: The following is added to Paragraph A.4., Cover- 5. Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- tent required of you by a written contract We will pay up to $400 for "loss" to wearing ap- signed and executed prior to any "accident" parel and other personal property which is: or"loss", provided that the "accident"or"loss" (1) Owned by an "insured"; and arises out of operations contemplated by CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non-renewal, SECTION IV—BUSINESS AUTO CONDITIONS: • Page 4 of 4 ©2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. POLICY NUMBER:BA-8772R282 ISSUE DATE: 10-21-15 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: 30 PERSON OR ORGANIZATION: SEE CA T8 04 ADDRESS: • HOUSTON, TX 77041 PROVISIONS: If we cancel this policy for any statutorily permitted above.We will mail such notice to the address shown reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 COMMERCIAL AUTO POLICY ENDORSEMENT - CA T8 04 10 15 POLICY NUMBER BA-8772R282 ** THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ** IL T4 05 - DESIGNATED ENTITY IT IS AGREED THAT: PERSON OR ORGANIZTION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVED NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND (1111 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. C EFFECTIVE DATE 10-18-15 EXPIRATION DATE 10-18-16 PAGE 0001 DATE OF ISSUE 10-21-15 ra. I TRAVELER� R WORKERS COMPENSATION DPENSATION ONE TOWER SQUARE EMPLOYERS LIABILITY POLICY RAf.PFORA, CT 06183 ENDORSEMENT WC 42 03 04( B)-- 0o1 POLICY NUMBER: UB-8834R28-8 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 prson or organization ® 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 2.0 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: SEE SCHEDULE This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium Insurance Company Countersigned by DATE OF ISSUE: 10-23-15 ST ASSIGN: Page I of 1 Copyright 2014 t+talicxial Council on Compensation Insurance,Inc.All Rights Reserved. TRAVELERS Ask WORKERS COMPENSATION ONE TOWER SQUARE )►ND HARTFORD, CT D6183 EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 42 06-01 (00) — 001 POLICY NUMBER: UB-8834R28-8 TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is.shown in item 3.A.of the: Information Page; In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days_advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE 1. NUMBER OF DAYS ADVANCE NOTICE: 30 (or* ) 2. NOTICE WILL BE MAILED TO: ANY PERSON OR ORGANIZATION WITH WHOM YOU HAVE AGREED IN A /� WRITTEN CONTRACT THAT NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL REDUCTION IN COVERAGE OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1: YOU SEE TO IT THAT WE RECEIVE A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING TaE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OR MATERIAL LIMITATION OF THIS POLICY; AND *ft Number of days Notice specified in the Certificate of Insurance to all holders of such certificates. DATE OF ISSUE: 10-23-15 ST ASSIGN: 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: h/ey'17ett Ciontaley telephone: 281. 652. 1 q io The CONSTRUCTION MANAGER is:Nto(hu K Iaw+bi telephone: if 3.4o11 2755 The CONSTRUCTION INSPECTOR is:'(; y. rovel telephone:281. 662. 1645 ARTICLE 4 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR 4.05 Add the following paragraph to Article 4.05: A Maintenance Bond in accordance with Document 00612 of the Project Manual is required for this Project. The cost of this bond shall be included in the CONTRACTOR'S Bid Proposal. Attachment No.3 To General Conditions, Owner's Insurance Requirements of Contractor, Article 4.6 Builder's Risk—Builder's Risk Insurance is Not Required for this project. ARTICLE 5 PROSECUTION AND PROGRESS 5.08 Add Article 5.08: The Contract Time as defined in the bid and other sections of the Contract Documents includes a certain number of rain days. Based on the Alvin Weather Center Records,the average annual rain days from June 1898 to December 1996 is 40 days calculated from all precipitation days of record. The CON TRACTOR 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: Sections 00100 Invitation to Bidders,00200 Instructions to Bidders and 01505 Mobilization all make reference to provision by the CONTRACTOR of a laptop computer for use by the OWNER'S representative or CONSTRUCTION MANAGER. BIDDER is Not Required to 2-24-12 00800- 1 of 2 CITY OF PEARLAND SPECIAL CONDITIONS OF AGREEMENT provide this equipment or include this cost in the Bid. See Section 13730 for full details regarding this computer equipment. Section 01500 Temporary Facilities requires CONTRACTOR to provide high speed internet access in the Field Office. BIDDER is Not Required to provide either a Field Office or any intemet 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 Not be required to provide an on-site construction office for the duration of this project. • END OF SECTION 2-24-12 00800-2 of 2 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION Section 00811 WAGE SCALE FOR ENGINEERING CONSTRUCTION 1.01 In accordance with the Prevailing Wage law on Public Works (Article 2258 of the Texas Government Code),the public body awarding the contract does hereby specify the rates shown in Table 00811-A following to be the general prevailing rates in the locality in which the work is being performed. 1.02 This prevailing wage rate does not prohibit the payment of more than the rates stated. 1.03 The wage scale for 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. C C 10-2012 00811- 1 of 1 6/6/2017 https://www.wdol.gov/wdol/scafiles/davisbaconfTX56.dvb?v=0 General Decision Number: TX170056 01/06/2017 TX56 Superseded General Decision Number: TX20160056 State: Texas Construction Type: Highway Counties: Austin, Brazoria, Chambers, Fort Bend, Galveston, Hardin, Harris, Jefferson, Liberty, Montgomery, Orange, San Jacinto and Waller Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 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 $10.20 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 2017. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/06/2017 * SUTX2011-013 08/10/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving and Structures) $ 12.98 ELECTRICIAN $ 27.11 FORM BUILDER/FORM SETTER Paving & Curb $ 12.34 Structures $ 12.23 LABORER Asphalt Raker $ 12.36 Flagger $ 10.33 Laborer, Common $ 11.02 Laborer, Utility $ 11.73 Pipelayer $ 12.12 Work Zone Barricade Servicer $ 11.67 PAINTER (Structures) $ 18.62 POWER EQUIPMENT OPERATOR: Asphalt Distributor $ 14.06 https://www.wdol.gov/wdol/scafiles/davisbacoMX56.dvb?v=0 1/5 6/6/2017 httpsJ/www.wdol.gov/wdol/scafiles/davisbaconhTX56.dvb?v=0 Asphalt Paving Machine $ 14.32 Broom or Sweeper $ 12.68 Concrete Pavement Finishing Machine $ 13.07 Concrete Paving, Curing, Float, Texturing Machine $ 11.71 Concrete Saw $ 13.99 Crane, Hydraulic 80 Tons or less $ 13.86 Crane, Lattice boom 80 tons or less $ 14.97 Crane, Lattice boom over 80 Tons $ 15.80 Crawler Tractor $ 13.68 Excavator, 50,000 pounds or less $ 12.71 Excavator, Over 50,000 pounds $ 14.53 Foundation Drill, Crawler Mounted $ 17.43 Foundation Drill, Truck Mounted $ 15.89 Front End Loader 3 CY or Less $ 13.32 Front End Loader, Over 3 CY $ 13.17 Loader/Backhoe $ 14.29 Mechanic $ 16.96 Milling Machine $ 13.53 Motor Grader, Fine Grade $ 15.69 Motor Grader, Rough $ 14.23 Off Road Hauler $ 14.60 Pavement Marking Machine $ 11.18 Piledriver $ 14.95 Roller, Asphalt $ 11.95 Roller, Other $ 11.57 Scraper $ 13.47 Spreader Box $ 13.58 Servicer $ 13.97 Steel Worker Reinforcing Steel $ 15.15 Structural Steel Welder $ 12.85 Structural Steel $ 14.39 TRUCK DRIVER Low Boy Float $ 16.03 Single Axle $ 11.46 Single or Tandem Axle Dump $ 11.48 Tandem Axle Tractor w/Semi Trailer $ 12.27 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. httpsJ/www.wdol.gov/wdol/scafiles/davisbacon/TX56.dvb?v=0 2/5 6/6/2017 httpsi/www.wdol.gov/wdol/scafiles/davisbacon/TX56.dvb?v=0 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 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 (29CFR 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: 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. 07/01/2014 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 date for the,classifications and rates under that identifier. httpsJ/www.wdol.gov/wdol/scafiles/davisbaconfTX56.dvb?v=0 3/5 602017 httpsJ/www.wdol.govlwdol/scafiles/davisbacon/TX56.dvb?v=0 Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers (7 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 08/29/2014. 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 * 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 Wage 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 20210 The request should be accompanied by a full statement of the httpsJ/www.wdol.gov/wdol/scafiles/davisbaconfTX56.dvb?v=0 4/5 6J6/2017 https:/twww.wdol.gov/wdol/scafiles/davisbacon(rX56.dvb?v=0 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. 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 https://www.wdol.gov/wdal/scafiles/davisbacon/TX56.dvb?v=0 5/5 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 1 TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS 04/2008 CITY OF PEARLAND SUMMARY OF WORK C"lb* 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 asphalt street pavement improvements. This project involves in-place recycling of existing asphalt pavement and 2"asphalt overlay on Hatfield Road from Tyler Street to Hickory Slough. Full depth base repairs will be performed as deemed necessary by the Engineer.The project includes two(2) add alternates involving the same type of work. Add Alternate No. 1 is for Hatfield Road from Hickory Slough to the northern City limits,and Add Alternate No.2 is for Jasper Road from Broadway Street(FM 518)to Hatfield Road. 1.03 ALLOWANCE FOR GENERAL CONSTRUCTION ITEMS A. A miscellaneous cash allowance has been established for the installation of any additional items for this project as directed by the Engineer upon prior approval by the City. Contractor shall submit a detailed breakdown to the City for payment. Payment will not include any coordination costs. These items shall include any items that are related to additional work requested by the City. 1.04 WORK BY OWNER A Not Applicable. 1.05 OWNER FURNISHED PRODUCTS A Not Applicable. 1.06 WORK SEQUENCE A Contractor to submit project schedule to Engineer&Owner for approval as specified in Section 01350- Submittals. B Contractor shall coordinate the Work with the Engineer and Owner as specified in Section 01310-Coordination and Meetings. C Contractor is responsible for coordinating with TxDOT and obtaining approval for performing work in TxDOT right of way. No additional payment shall be made for preparing and submitting a traffic control plan for approval to TxDOT. Any 17-028 Hatfield Road Paving Improvements Project 01100- 1 of 2 CITY OF PEARLAND SUMMARY OF WORK adjustments or modifications to traffic control plan is Contractor's responsibility and the costs associated with the work shall be included in the lump sum bid item for traffic control. 1.07 FUTURE WORK A Not Applicable. 1.08 CONTRACTOR'S USE OF PREMISES A Comply with procedures for access to the site and Contractor's use of rights-of-way as specified in Section 01140 -Contractor's Use of Premises. B Contractor shall be responsible for all utilities required for construction. 1.09 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. C If Owner uses or occupies any or all parts of the Work or premises,this action does not signify substantial completion or any limits on the Contractor's liability or contractual responsibility of premises. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION-NotUsed END OF SECTION 17-028 Hatfield Road Paving Improvements Project 01100-2 of 2 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES Section 01140 CONTRACTOR'S USE OF PREMISES 1.0 GENERAL 1.01 SECTION INCLUDES A General use of the Project Site including properties inside and outside of the limits of construction, work affecting roads, ramps, streets and driveways and notification to adjacent occupants. B References to Technical Specifications: 1 Section 01350—Submittals 2 Section 01730—Cutting&Patching 3 Section 01555—Traffic Control &Regulation 4 Section 01562—Waste Material Disposal 5 Section 01720—Field Surveying 6 Section 02980—Pavement Repair 7 Section 02770—Curbs, Curb&Gutter, &Headers 8 Section 02255—Bedding,Backfill, &Embankment Materials 9 Section 02922—Sodding 10 Section 02921 —Hydromulch Seeding (17 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 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 must be 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. 02/2008 01140- 1 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.04 PROPERTIES OUTSIDE OF LIMITS OF CONSTRUCTION A 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). B 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. C 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. D 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. 1.05 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 7 street closures are required in advance and are the responsibility of the Contractor. C Maintain access for emergency vehicles including access to fire hydrants. D Avoid obstructing drainage ditches or inlets; when obstruction is unavoidable due to requirements of the Work, provide grading and temporary drainage structures to maintain unimpeded flow. E Locate and protect private lawn sprinkler systems which may exist on rights-of-ways within the Project Site. Repair or replace damaged systems to condition equal to or better than that existing at start of the Work. F When required by the Work, cutting, patching, and fitting of Work to existing facilities,accommodating installation or connection of Work with existing facilities,or uncovering Work for access, inspection, or testing shall be performed in accordance with Section 01730—Cutting&Patching. G Fires are not permitted on the Project Site. 1.06 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. 02/2008 01140-2 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES Ci.h\ 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. 1.07 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 privateproperty. F Provide temporary crossing or complete the excavation and backfill in one continuous operation to minimize the duration of obstruction when excavation is required across drives or entrances. G Provide barricades and signs in accordance with Section 01555—Traffic Control & Regulation. 1.08 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 longer being utilized. E Dispose of waste and excess materials in accordance with requirements of Section 01562—Waste Material Disposal. 02/2008 01140-3 of 4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.09 RESTORATION A Restore damaged permanent facilities to pre-construction conditions unless replacement or abandonment of facilities is indicated on the Plans. B Repair/Replace removed or damaged pavement in accordance with Section 02980— Pavement Repair and removed or damaged curbs,gutters,and headers in accordance with Section 02770—Curbs, Curb & Gutter, & Headers. Repair/Replace with like materials to match existing style, 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. Level with bank sand or topsoil, conforming to Section 02255 —Bedding,Backfill, & Embankment Materials, as approved by the Engineer. 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 Provide hydromulch seeding in areas of commercial,industrial or undeveloped land use over the surface of ground disturbed during construction and not paved, or not designated to be paved,in accordance with Section 02921 —Hydromulch Seeding. Water and level newly sodded areas with adjoining turf using steel wheel rollers appropriate for sodding. 1 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01140-4 of 4 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES 76'\. 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 ("lb\ 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 on the Engineer's observations and evaluations of quantifies incorporated in the Work multiplied by the unit price. C Progress Payments for Lump Sum Work will be based on the Engineer's observations and evaluations of the percentage of quantities included in the schedule of values incorporated in the Work. D Final Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities determined by Engineer multiplied by the unit price for Work which is incorporated in or made necessary by the Work. 1.06 NONCONFORMANCE ASSESSMENT A Remove and replace the Work, or portions of the Work, not conforming to the Contract Documents. B If, in the opinion of the Engineer,it is not practical to remove and replace the Work, the Engineer will direct one of the following remedies: 1. The nonconforming Work will remain as is,but the unit price will be adjusted to a lower price at the discretion of the Engineer. 2. The nonconforming Work will be modified as authorized by the Engineer, and the unit price will be adjusted to a lower price at the discretion of the Engineer, if the modified Work is deemed to be less suitable than originally specified. 05/2007 01200-2of3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES 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 Price Change Order,Unit Price Change Order,Time and Materials Change Order; 4. Execution of Change Orders; 5. Correlation of Contractor Submittals. B References to Technical Specifications: 1. Section 01350—Submittals 2. Section 01760—Project Record Documents C Other References: 1. Rental Rate Blue Book for Construction Equipment(Data Quest Blue Book). Rental Rate is defined as the full unadjusted base rental rate for the appropriate item of construction equipment. 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 RESPONSIBLE INDIVIDUAL A Contractor shall provide a letter indicating the name and address of the individual authorized to execute change documents, and who shall also be responsible for informing others in Contractor's employ and Subcontractors of changes to the Work. The information shall be provided at the Preconstruction Conference. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME A Provide full information required for identification and evaluation of proposed changes, and to substantiate costs of proposed changes in the Work. B Contractor shall document each Proposal for Change in cost or time with sufficient data to allow for its evaluation. 02/2008 01290- 1 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES C Proposal for Change shall include, as a minimum, the following information as applicable: 1. Original Quantities of items in Section 00300—Bid Proposal with additions, reductions, deletions, and substitutions. 2. When Work items were not included in Section 00300—Bid Proposal, Contractor shall provide unit prices for the new items,with supporting information as required by the Engineer. 3. Justification for any change in Contract Time. 4. Additional data upon request. D For changes in the Work performed on a time-and-material basis, the following additional information may be required: 1. Quantities and description of products and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit as noted in Section 00700—General Conditions of Agreement, 7.03 "Extra Work". 4. Dates and times work was performed, and by whom. 5. Time records and certified copies of applicable payrolls. 6. Invoices and receipts for products,rented equipment, and subcontracts, similarly documented. E Rented equipment will be paid to the Contractor by actual invoice cost for the duration of time required to complete the extra work. If the extra work comprises only a portion of the rental invoice where the equipment would otherwise be on the site,the 7 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 Cuh\ B The Engineer will advise Contractor of Minor Changes in the Work not involving an adjustment to Contract Price or Contract Time as authorized by Section 00700 — General Conditions of Agreement, 7.02 "Minor Changes", by issuing supplemental instructions. C Contractor may request clarification of Plans, Technical Specifications or Contract Documents or other information. Response by the Engineer to a Request for Information does not authorize the Contractor to perform tasks outside the scope of the Work. All changes must be authorized as described in this Section. 1.06 PROPOSALS FOR CHANGE AND CONTRACT MODIFICATION A The Engineer may issue a Request for Proposal,which includes a detailed description of a proposed change with supplementary or revised Plans and Technical Specifications.The Engineer may also request a proposal in the response to a Request for Information. Contractor will prepare and submit its Proposal for Change within 7 days or as specified in the request. B The Contractor may propose an unsolicited change by submitting a Proposal for Change to the Engineer describing the proposed change and its full effect on the Work, with a statement describing the reason for the change and the effect on the Contract Price and Contract Time including full documentation. 1.07 WORK CHANGE DIRECTIVE A Engineer may issue a signed Work Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B The document will describe changes in the Work and will designate a method of determining any change in Contract Price or Contract Time. C Contractor shall proceed promptly to execute the changes in the Work in accordance with the Work Change Directive. 1.08 STIPULATED PRICE CHANGE ORDER A A Stipulated Price Change Order will be based on an accepted Proposal for Change including the Contractor's lump sum price quotation. 1.09 UNIT PRICE CHANGE ORDER A Where Unit Prices for the affected items of the Work are included in Section 00300- Bid Proposal ,the Unit Price Change Order will be based on unit prices as originally bid, subject to provisions of Section 00700—General Conditions of Agreement. B Where unit prices of the Work are not pre-determined in Section 00300 — Bid Proposal, Work Change Directive or accepted Proposal for Change will specify the Cm\ 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 7 and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. B For Unit Price Contracts,the next monthly Application for Payment of the Work after acceptance of a Change Order will be revised to include any new items not previously included and the appropriate unit rates. C Contractor shall promptly revise progress schedules to reflect any change in Contract Time,and shall revise schedules to adjust time for other items of work affected by the change, and resubmit for review. D Contractor shall promptly enter changes to the on-site and record copies of the Plans, Technical Specifications or Contract Documents as required in Section 01760 — Project Record Documents. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01290-4 of 4 CITY OF PEARLAND COORDINATION AND MEETINGS Section 01310 COORDINATION AND MEETINGS 1.0 GENERAL 1.01 SECTION INCLUDES A Section includes general coordination including Preconstruction Conference, Site Mobilization Conference, and Progress Meetings. B References to Technical Specifications: 1. Section 01100—Summary of Work 1.02 RELATED DOCUMENTS A Coordination is required throughout the documents. Refer to all of the Contract Documents and coordinate as necessary. 1.03 ENGINEER AND REPRESENTATIVES A The Engineer may act directly or through designated representatives as defined in Section 00700 — General Conditions of Agreement, 1.01 "Owner, Contractor, and (//11'\ 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 and first aid procedures 3. Construction controls provided by Owner 4. Temporary utilities 5. Survey and layout 6. Security and housekeeping procedures 1.07 PROGRESS MEETINGS A Progress Meetings shall be held at Project Site or other location as designated by the Engineer. Meeting shall be held at monthly intervals, or more frequent intervals if directed by Engineer. B Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer representatives, and Consultants as appropriate to agenda topics for each meeting. C Engineer or City's representative will make arrangements for meetings,and recording minutes. D Engineer or City's representative will prepare the agenda and preside at meetings. 02/2008 01310-2 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS (6/11‘'. E Contractor shall provide required information and be prepared to discuss each agenda item. F Agenda: 1. Review minutes of previous meeting. 2. Review of Construction Schedule,Applications for Payment,payroll and compliance submittals. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of Submittal Schedule and status of submittals. 6. Review status of Requests for Information,Requests for Proposal. 7. Review status of Change Orders. 8. Review of off-site fabrication and delivery schedules. 9. Maintenance of updates to Construction Schedule. 10. Corrective measures to regain projected schedules. 11. Planned progress during succeeding work period. 12. Coordination of projected progress. 13. Maintenance of quality and work standards. 14. Effect of proposed changes on Construction Schedule and coordination. 15. Other items relating to the Work. 2.0 PRODUCTS - NotUsed (.116.\ 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01310-3 of 3 SPECIAL PROVISION TO SECTION 01350 SPECIAL PROVISION TO SECTION 01350—SUBMITTALS 1. Section 01350, Submittals,Replace Item 1.03 (A)with the following: 1.03 A. Submit a Schedule of Values at the Pre-Construction Meeting. 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. 2. Section 01350, Submittals,Remove Item 1.08 Construction Photographs. END OF SECTION (....\ Clib\ SPECIAL PROVISION TO 01350-1 CITY OF PEARLAND SUBMITTALS Section 01350 SUBMITTALS 1.0 GENERAL This Section contains general lists of Submittals and Technical Specifications that may be required for the Work. When Submittals are required elsewhere in these Technical Specifications,refer to this Section for Submittal requirements and procedures. 1.01 SECTION INCLUDES A Submittal procedures for: 1. Schedule of Values 2. Construction Schedules 3. Shop Drawings,Product Data, and Samples 4. Operations and Maintenance Data 5. Manufacturer's Certificates 6. Construction Photographs 7. Project Record Documents 8. Design Mixes B References to the following Technical Specifications: 1. Section 01310—Coordination&Meetings 2. Section 01630—Product Options &Substitutions 3. Section 01100—Summary of Work 4. Section 01380—Construction Photographs 5. Section 01760—Project Record Documents 6. Section 02530—Gravity Sanitary Sewers 1.02 SUBMITTAL PROCEDURES A Scheduling and Handling 1. Schedule Submittals well in advance of the need for material or equipment for construction. Allow time to make delivery of material or equipment after Submittal is approved. 2. Develop a Submittal Schedule that allows sufficient time for initial review, correction,resubmission and fmal 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 Clik\ 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 01350-2 of 6 CITY OF PEARLAND SUBMITTALS E For Lump Sum equipment items, where Submittals for Testing, Adjusting, and Balancing Reports in conjunction with Operation and Maintenance Data are required, include a separate item for equipment Operation and Maintenance Data Submittals and a separate item for Submittals of equipment Testing, Adjusting, and Balancing Reports, each valued at five (5)percent of the Lump Sum. F Revise the Schedule of Values and resubmit for items affected by contract modifications,Change Orders,and Work Change Directives. Submit revised Schedule of Values 10 days prior to the first Application for Payment after the changes are approved by the Engineer. 1.04 CONSTRUCTION SCHEDULES A Submit Construction Schedules for the Work in accordance with the requirements of this Section. The Construction Schedule Submittal shall be,at a minimum,a bar chart, (computer generated or prepared manually) and a narrative report. B During the Preconstruction Meeting, as noted in Section 01310 - Coordination and Meetings, the Contractor shall provide a sample of the format to be used for the Construction Schedule Submittal.The format is subject to approval by the Engineer. Review of the Submittal will be provided within 7 days of the Submittal of the sample. C Within 7 days of the receipt of approval of the Contractor's format, or 14 days of the Notice to Proceed, whichever is later, the Contractor shall submit a proposed Construction Schedule for review. The Construction Schedule Submittal shall meet the following requirements: 1. The Construction Schedule shall usually include a total of at least 20 but not more than 50 activities. Fewer activities may be accepted,if approved by the Engineer. 2.. For Projects with work at different physical locations,each location should be indicated separately within the Construction Schedule. 3. For projects with multiple crafts or significant subcontractor components,these elements should be indicated separately within the Construction Schedule. 4. For Projects with multiple types of tasks within the scope,these types of work should be indicated separately within the Construction Schedule. 5. For Projects with significant major equipment items or materials worth over 25 percent of the Total Contract Price, the Construction Schedule shall indicate dates when these items are to be purchased,when they are to be delivered,and when installed. 6. For Projects where operating plants are involved, each period of work which will require the shut down of any process or operation shall be identified in the Construction Schedule and must be agreed to by the Engineer prior to starting work in the area. 7. A Billing Schedule(tabulation of the estimated monthly billings)for the Work shall be prepared and submitted by the Contractor with the first Construction Schedule. This information is not required in the monthly updates, unless significant changes in Work require re-submittal of the Construction Schedule for review. The total for each month and a cumulative total will be indicated. 01/2008 01350-3 of 6 CITY OF PEARLAND SUBMITTALS These monthly forecasts are only for planning purposes of the Engineer. 7 Monthly payments for actual work completed will be made by the Engineer in accordance with Section 00700- General Conditions of Agreement. D The Contractor must receive approval of the Engineer for the Construction Schedule and Billing Schedule prior to the first monthly Application for Payment. No payment will be made until these are accepted. E Upon written request from the Engineer, the Contractor shall revise and submit for approval all or any part of the Construction Schedule to reflect changed conditions in the Work or deviations made from the original plan and schedule. F The Contractor's Construction Schedule shall thereafter be updated with the Actual Start and Actual Finish Dates, Percent Complete, and Remaining Duration of each Activity and submitted monthly. The date to be used in updating the monthly Construction Schedule shall be the same Date as is used in the monthly Application for Payment. This monthly update of the Construction Schedule shall be required before the monthly Application for Payment will be processed for payment. G The narrative Construction Schedule Report shall include a description of changes made to the Construction Schedule; Activities Added to the Construction Schedule; Activities Deleted from the Construction Schedule; any other changes made to the Construction Schedule other than the addition of Actual Start Dates and Actual Finish Dates and Remaining Durations. 1.05 SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES 77 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 (1121'i 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. Club) 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. (1.6' B Contractor's Certification,as described in this Section, 1.02"Submittal Procedures", shall be placed on front page of the certificate. 01/2008 01350-5 of 6 CITY OF PEARLAND SUBMITTALS C Submit supporting reference data, affidavits, and certifications as appropriate. D Manufacturer's Certificates may be recent or previous test results on material or product, but must be acceptable to Engineer. 1.08 CONSTRUCTION PHOTOGRAPHS A Submit photographs in accordance with Section 01380—Construction Photographs. 1. Prints: Prepare 2 prints of each view and submit 1 print directly to the City's Representative within 7 days of taking photographs. One print shall be retained by the Contractor and made available at all times for reference on the job site. B PRECONSTRUCTION PHOTOGRAPHS: 1. Prior to the commencement of any construction,take digital color photographs on the entire route of the project 2. Photographs: Two prints, color, matte finish; 3 x 5 inch size, mounted on 81/2 x 11-inch soft card stock, with left edge binding margin for three hole punch, or in plastic pockets in three-ring notebook. 3. Th photographs shall show: a. Date photographs were taken b. Location of the photograph, house number and street name. (This information may be shown on a chalk board in the photograph by a label on the mountings.) 4. Photographs should show the condition of the following a. Esplanades and boulevards b. Yards (near, side and far side of street) c. Housewalk, sidewalk and driveway; curb d. Area between walk and curb 1) Particular features(yard lights, shrubs, fences, trees, etc.) 2) Landscaping and decorative features. C POST CONSTRUCTION PHOTOGRAPHS 1. On completion of construction,provide photographs of any public or private property which has been repaired or restored and any damage which is or may be the subject of complaints. 1.09 PROJECT RECORD DOCUMENTS A Submit Project Record Documents in accordance with Section 01760—Project Record Documents. 1.10 VIDEO A Submit television video in DVD format as required in individual Technical Specifications. B Transmittal forms for video disks shall be numbered sequentially beginning with TO1, T02,T03, etc. 01/2008 01350-6 of 6 CITY OF PEARLAND SUBMITTALS 1.11 DESIGN MIXES A When specified, submit design mixes for review. B Contractor's Certification, as described in this Section, 1.02"Submittal Procedures", shall be placed on front page of each design mix. C Mark each design mix to identify proportions,gradations,and additives for each class and type of design mix submitted. Include applicable test results on samples for each mix. D Maintain a copy of approved design mixes at mixing plant. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 01/2008 01350-7 of 6 SPECIAL PROVISION TO SECTION 01380 (111k. SPECIAL PROVISION TO SECTION 01380—CONSTRUCTION PHOTOGRAPHS 1. Section 01380, Construction Photographs, Replace this Section in its entirety with the following: 1.1 No separate payment will be made for Construction Photographs under this Section. Include cost in Bid Items for installed Work. 1.2 Submit video or photographs on CD/DVD/thumb drive/external hard drive. Photographs should be in PDF format, using Bluebeam or Adobe software. Windows compatible software should be used for video. 1.3 Pre-Construction Photos: Submit photographs taken prior to start of the Work to show original Project Site condition. Awarded Contractor shall be responsible for the timely execution of the photographs,their vantage point,direction of shot, and quality. 1.4 Use a chalkboard or white board,readable in the photograph to notate: 1.4.1 Address: house number and street. 1.4.2 Date and time all photographs were taken. 1.5 Photographs shall indicate the condition f h following: o t e 1.5.1 Yards (near side and far side of the street). 1.5.2 House-walk and sidewalk. 1.5.3 Area between walk and curb. 1.6 Sufficient number of photographs shall be taken to show the existence or non-existence of cracked concrete and the condition of trees, shrub, and grass. 1.7 Post-construction photos-following the completion of the Work,take photographs from corresponding vantage points and directions of shots. END OF SECTION CPIs\ SPECIAL PROVISION TO 01380-1 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. �t B Make Submittals required by this and related Sections under the provisions of Section 01350—Submittals. C Prepare three(3)prints of each view and submit two(2) prints directly to the Project Manager within seven(7)days of taking photographs. One(1)print shall be retained by the Contractor in the field office at the Project Site and available at all times for reference. D When requested by the Project Manager, the Contractor shall submit extra prints of photographs,for distribution directly to designated parties who will pay the costs for the extra prints directly to the photographer. E When required by individual Sections, submit photographs taken prior to start of the Work to show original Project Site conditions. F When required by Contract Documents, submit photographs with Application for Payment. G When required by individual Sections,submit photographs taken following completion of the Work to show the condition in which the Project Site will be left. H With each submittal,include photographic negatives in protective envelopes,identified by Project Name, Contractor, and date photographs were taken. 01/2008 01380- 1 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 1.04 QUALITY ASSURANCE A Contractor shall be responsible for the timely execution of the photographs, their vantage point, direction of shot, and quality. 2.0 PRODUCTS 2.01 PHOTOGRAPHS A Photographs shall be digital quality and shall be submitted on a CD. 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 (.11'\ 01/2008 01380-3 of 3 CITY OF PEARLAND REFERENCED STANDARDS (1.1'\ 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 (4111 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 P.O. Box 35104 Miami,FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 02/2008 01420-2 of 5 CITY OF PEARLAND REFERENCED STANDARDS CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue,N.W. Washington,DC 20036 CRD U.S.A. Corps of Engineers Code of Ordinances City of Pearland 3519 Liberty Drive Pearland, TX 77581 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60173-4758 EJMA Expansion Joint Manufacturers Association 707 Westchester Avenue White Plains,NY 10604 FDA U.S.Food and Drug Administration 5600 Fisher Lane Rockville,MD 20857-0001 FS Federal Standardization Documents General Services Administration, Specifications Unit(WFSIS) 7th and D Street S.W. Washington,DC 20406 ICEA Insulated Cable Engineer Association P.O.. Box 440 S. Yarmouth,MA 02664 IEEE Institute of Electrical and Electronics Engineers 445 Hoes Lane P.O. Box 1331 Piscataway, NJ 0855-1331 MIL Military Specifications General Services Administration, Specifications Unit(WFSIS) 7th and D Street S.W. Washington,DC 20406 NACE National Association of Corrosion Engineers P. O.Box 986 (111111. 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.O.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. O. 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 C J 02/2008 01420-5 of 5 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL Cs".\, 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' HELD 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 OBSERVATION SERVICES Section 01440 OBSERVATION SERVICES 1.0 GENERAL 1.01 SECTION INCLUDES A Observation services and references. B References to Technical Specifications: 1. Section 01450—Testing Laboratory Services 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 INSPECTION A Project Manager will appoint an Observer as a representative of the Owner to oversee inspections,tests,and other services specified in individual Technical Specifications. B Alternately, Project Manager may appoint, employ, and pay an independent firm to provide additional observation or construction management services as indicated in Section 01450—Testing Laboratory Services. C Reports will be submitted by the independent firm to Project Manager,Engineer,and Contractor, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D Contractor shall assist and cooperate with the Observer;furnish samples of materials, design mix,equipment, tools, and storage. E Contractor shall notify Project Manager 24 hours prior to expected time for operations requiring services. Notify Engineer and independent firm when noted. F Contractor shall sign and acknowledge report for Observer. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION (1111b.‘ 09/2009 01440- 1 of 1 SPECIAL PROVISION TO SECTION 01450 SPECIAL PROVISION TO SECTION 01450—TESTING LABORATORY SERVICES 1. Section 01450,Testing Laboratory Services, Add the following to section 1.05: 1.05 G. Should conditions change and testing services are •not required after scheduling, Contractor is responsible to notify Project Manager of such change. Should Contractor fail to notify Project Manager to cancel testing services,Contractor shall be responsible for any back charges from the Laboratory. I'. END OF SECTION j., l Ji is i • is II' • SPECIAL PROVISION TO 01950-1 I ADDENDUM NO. 1 CITY OF PEARLAND TESTING LABORATORY SERVICES (1111.'\ Section 01450 TESTING LABORATORY SERVICES 1.0 GENERAL 1.01 SECTION INCLUDES A Testing Laboratory Services and Contractor responsibilities related to those services. B References to Technical Specifications: 1. Section 01350—Submittals C Referenced Standards: 1. American Society for Testing and Materials(ASTM) a. ASTM D 3740, "Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction" b. ASTM E 329, "Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction" 1.02 SELECTION AND PAYMENT (1..6\ A Owner will select,employ,and pay for services of an independent testing laboratory to perform inspection and testing identified in individual Technical Specifications. B Employment of testing laboratory shall not relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. C Owner or designated representative shall schedule and monitor testing as required to provide timely results and to avoid delay to the Work. D Contractor shall be responsible for paying for services of commercial testing laboratory, with prior approval of Owner,to perform the following: 1. Pipe diameter deflection tests on all flexible and semi-rigid sanitary sewer collection system pipe installation 2. Laboratory services required to establish mix design proposed for use for Portland cement concrete, asphaltic concrete mixtures and other material mixes requiring control by testing laboratory when required because of change in source of materials or other conditions not caused by Owner. 3. Tests required to establish optimum moisture of earth and base materials and to determine required compactive effort to meet density requirements. 4. Cores to test for thickness. 5. Testing and inspection performed for the Contractor's convenience. 6. Retesting and repetitions of laboratory services when initial tests indicate work does not comply with requirements of Contract Documents. (11111 04/2008 01450-1 of 3 CITY OF PEARLAND TESTING LABORATORY SERVICES 1.03 LABORATORY REPORTS A The Engineer will receive 1 copy,the Project Manager will receive 2 copies, and the Contractor will receive 2 copies of Laboratory Reports from the testing laboratory. One of the Contractor's copies shall remain at the Project Site for duration of Project. Test results which indicate non-conformance shall be transmitted immediately via fax from the testing laboratory to the Contractor and Project Manager. 1.04 LIMITS ON TESTING LABORATORY AUTHORITY A Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B Laboratory may not approve or accept any portion of the Work. C Laboratory may not assume any duties of Contractor. D Laboratory has no authority to stop the Work. 1.05 CONTRACTOR RESPONSIBILITIES A Notify Project Manager and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. Notify Engineer if specification section 7 requires the presence of the Engineer. B Cooperate with laboratory personnel in collecting samples to be tested or collected on Project Site. C Provide access to the Work and to manufacturer's facilities. D Provide samples to laboratory in advance of their intended use to allow thorough examination and testing. E Provide incidental labor and facilities for access to the Work to be tested;to obtain and handle samples at the site or at source of products to be tested; and to facilitate tests and inspections including storage and curing of test samples. F Arrange with laboratory and pay for: 1. Retesting required for failed tests. 2. Retesting for nonconforming Work. 3. Additional sampling and tests requested by Contractor for his own purposes. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION 04/2008 01450-2 of 3 CITY OF PEARLAND TESTING LABORATORY SERVICES 3.01 CONDUCTING TESTING A Laboratory sampling and testing shall conform to ASTM D 3740 and ASTM E 329,as well as other test standards specified in individual Technical Specifications. END OF SECTION C 04/2008 01450-3 of 3 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS (1.16''\ Section 01500 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.01 SECTION INCLUDES A Temporary facilities and the necessary controls for the Work including utilities, telephone, sanitary facilities, field office, storage sheds and building, safety requirements,first aid equipment,fire protection,security measures,protection of the Work and property, access roads and parking, environmental controls, disposal of trash,debris,and excavated material,pest and rodent control,water runoff and erosion control. B References to Technical Specifications: Section 00200—Instructions to Bidders Section 01100—Summary of Work Section 01350—Submittals Section 01566—Source.Controls for Erosion& Sedimentation Section 01100—Summary of Work Section 01600—Material&Equipment Section 01570—Trench Safety System Section 01555—Traffic Control&Regulation Section 01720—Field Surveying Section 01563—Tree&Plant Protection Section 01564—Control of Ground Water& Surface Water Section 13730- Computer Equipment C Referenced Standards: Occupational Safety and Health Administration(OSHA) National Fire Protection Association(NFPA) Code of Ordinances, City of Pearland, Texas D Definitions: Underground Structures - sewer, water, gas, and other piping, and manholes, chambers, electrical and signal conduits, tunnels, and other existing subsurface installations located within or adjacent to the limits of the Work. Surface Structures-existing buildings,structures and other constructed installations above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to 12-2-2011 01500- 1 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS buildings,tanks,walls,bridges,roads, dams,channels, open drainage,piping,poles, wires, posts, signs,markers, curbs, walks, guard cables, fencing, and other facilities that are visible above the ground surface. 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed. under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CONTRACTOR'S RESPONSIBILITY A The facilities and controls specified in this Section are considered minimum for the Work. The Contractor may provide additional facilities and controls for the proper execution of the Work and to meet Contractor's responsibilities for protection of persons and property. B Comply with applicable requirements specified in other Technical Specifications. Maintain and operate temporary facilities and systems to assure continuous service. Modify and extend systems as Work progress requires. Completely remove temporary materials and equipment when their use is no longer required. Restore existing facilities used for temporary services to specified or to original condition. 1.05 TEMPORARY UTILITIES A Temporary Service Make arrangements with utility service companies for such temporary services as are necessary to construct the work and manage the site. Abide by rules and regulations of the utility service companies or authorities having jurisdiction. Be responsible for utility service costs until the Work is Substantially Complete. Included are fuel,power,light,heat,and other utility services necessary for execution, completion,testing, and initial operation of the Work. B Water Provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices, or for other use as required for proper completion of the Work. 12-2-2011 01500-2 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS For water to be drawn from public water supply,obtain special permit or license and meter from the proper City officials. For facilities under construction, establish a water/sewer billing account with City's Utility Billing Department.A deposit based on rates established by latest ordinance will be required. For water drawn from fire hydrants,apply for and receive a construction water meter from City'Public Works Department. Identify specific location for construction water meter installation. Once installed,water meter may not be moved without notification of Public Works Depai tuient.Install backflow preventer on fire hydrant supply if not included in City provided meter. Provide and maintain an adequate supply of potable water for domestic consumption by Contractor personnel. C Electricity and Lighting Provide temporary electric power service in Contractor's name, as required for the prosecution of the Work, including testing of Work. Provide power for lighting, operation of the Contractor's equipment, or for any other use by Contractor or as necessary to maintain any of Owner's on-going operations as may continue on the site during any scheduled shutdown.Minimum lighting level shall be 5 foot-candles for open areas; 10 foot-candles for stairs and shops. 2 Provide permanent electric power service,in the Contractor's name,to the work or site as and when required by the schedule of the work to achieve Substantial Completion (.11 or Partial Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner. D Natural Gas Provide and pay for natural gas service to the work as and when required by the schedule to achieve Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner. E Temporary Heat and Ventilation Provide temporary heat as necessary for protection or completion of the Work. Provide temporary heat and ventilation to assure safe working conditions; maintain enclosed areas at a minimum of 50 degrees F. F Telephone Provide emergency telephone service at the Project Site for use by Contractor personnel and others performing work or furnishing services. Sanitary Facilities Provide and maintain sanitary facilities for persons on the Project Site,in compliance with federal, state, and local regulations. Locate toilets on the Project Site near the 12-2-2011 01500-3 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS work and secluded from view insofar as possible. Keep toilets clean and supplied throughout the course of the Work. Enforce the use of sanitary facilities by construction personnel at the Project Site. Such facilities shall be enclosed. Pit-type toilets will not be permitted. No discharge will be allowed from these facilities. Collect and store sewage and waste so as not to cause a nuisance or health problem; have sewage and waste hauled off-site and properly disposed in accordance with local regulations. Control areas where sanitary facilities are located in conformance with Section 01566 —Source Controls for Erosion& Sedimentation. 1.06 HELD OFFICE A Provision of a Field Office and other specific temporary facilities as required in paragraph B below UNLESS otherwise stated in Section 00800 - Special Conditions of the Agreement,or Section 01100—Summary of Work. Provide for transportation,move-in,set-up,tie-down and,when project is complete,removal and move-out. The Contractor shall confirm location of office and other temporary facilities with Owner's Representative at Pre-Construction Meeting prior to delivery and set up. Location of temporary facilities shall be approved by the Owner's Representative by way of the submittal process. B. At a minimum, the Contractor's field office shall provide for, contain or serve to: provide a secured space for project administrative operations, periodic progress meetings, on-site storage for project files and plans, office space for CONTRACTOR's field supervisory personnel and provide a separate securable office space for OWNER's Representative including:meeting table and chairs,a single two drawer filing cabinet, a built-in drawing table and plan holders. Provide electric lighting and HVAC to the mobile office. 1. Field Office shall provide for, at a minimum, a high speed intemet connection for use by Owner's Representative or Construction Manager as controlled by Paragraph A above. 1.07 STORAGE OF MATERIALS A Provide for storage of materials under the provisions of Section 01600—Material& Equipment. 1.08 SAFETY REQUIREMENTS A Contractor shall prepare, submit and follow a Safety Program that complies with federal, state, and local safety codes, statutes, and practices. Include in the Safety Program documented response to excavation, embankment, and trench safety requirements as specified in Section 01570—Trench Safety System. B Conduct operations in strict accord with applicable federal,state and local safety codes and statutes and with good construction practice. The Contractor is fully responsible and obligated to establish and maintain procedures for safety of all work,personnel n and equipment involved in the Work. 12-2-2011 01500-4 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS C Observe and comply with Texas Occupational Safety Act (Art. 5182a, V.C.S.) and with all safety and health standards promulgated by Secretary of Labor under Section 107 of Contract Work Hours and Standards Act,published in OSHA Standards-29 CFR, Part 1926, and adopted by Secretary of Labor under the Williams-Steiger Occupational Safety and Health Act of 1970,and to any other legislation enacted for safety and health of Contractor employees. Such safety and health standards apply to subcontractors and their employees as well as to the Contractor and its employees. D Observance of and compliance with the regulations shall be solely and without qualification the responsibility of the Contractor without reliance or superintendence of or direction by the Engineer or the Engineer's representative. Immediately advise the Engineer of investigation or inspection by Federal Safety and Health inspectors of the Contractor or subcontractor's work or place of work on the Project Site under this Contract,and after such investigation or inspection,advise the Engineer of the results. Submit one copy of accident reports to Engineer within ten(10)days of occurrence. E Protect areas occupied by workmen using the best available devices for detection of lethal and combustible gases. Test such devices frequently to assure their functional capability. Constantly observe infiltration of liquids into the Work area for visual or odor evidence of contamination. Take immediate and appropriate steps to seal off entry of contaminated liquids to the Work area. F Safety measures, including but not limited to safety personnel, first-aid equipment, ventilating equipment and safety equipment,in the Plans and Technical Specifications are obligations of the Contractor. G Maintain required coordination with the local Police and Fire Departments during the entire period covered by the Contract. 1.09 FIRST AID EQUIPMENT A Provide a first aid kit throughout the construction period. List telephone numbers for physicians,hospitals, and ambulance services in each first aid kit. B Have at least one person thoroughly trained in first aid procedures present on the Project Site whenever work is in progress. 1.10 FIRE PROTECTION A Fire Protection Standards. Conform to specified fire protection and prevention requirements as well as those that may be established by Federal, State, or local governmental agencies. B. Comply with all applicable provisions of NFPA Standard No. 241, Safeguarding Building Construction and Demolition Operations. Provide portable fire extinguishers,rated not less than 2A or 5B in accordance with NFPA Standard No. 10,Portable Fire Extinguishers,for each temporary building,and for every 3000 square feet of floor area of facilities under construction. 12-2-2011 01500-5 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Locate portable fire extinguishers within 50 feet maximum from any point on the Project Site. C. Fire Prevention and Safety Measures. Prohibit smoking in hazardous areas. Post suitable warning signs in areas that are continuously or intermittently hazardous. Use metal safety containers for storage and handling of flammable and combustible liquids. Do not store flammable or combustible liquids in or near stairways or exits. Maintain clear exits from all points within a structure. 1.11 SECURITY MEASURES A Protect all materials, equipment, and property associated with the Work from loss, theft,damage,and vandalism. Contractor's duty to protect property includes Owner's property. B If existing fencing or barriers are breached or removed for purposes of construction, provide and maintain temporary security fencing equal to existing as approved by Owner's Representative. 1.12 PROTECTION OF PUBLIC UTILITIES A Prevent damage to existing public utilities during construction. These utilities are shown on the Plans at their approximate locations. Give owners of these utilities at least 48 hours notice before commencing Work in the area, for locating the utilities during construction, and for making adjustments or relocation of the utilities when they conflict with the proposed Work. 1.13 PROTECTION OF PEOPLE AND PROPERTY A Preventive Actions. Take precautions,provide programs, and take actions necessary to protect the Work and public and private property from damage. Take action to prevent damage, injury or loss, including, but not limited to, the following: a. Store apparatus,materials,supplies,and equipment in an orderly,safe manner that will not unduly interfere with progress of the Work or the Work of any other contractor, any utility service company, or the Owner's operations. b. Provide suitable storage for materials that are subject to damage by exposure to weather,theft,breakage, or otherwise. c. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work. d. Frequently clean up refuse,rubbish,scrap materials,and debris caused by construction operations,keeping the Work safe and orderly. 12-2-2011 01500-6 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS e. Provide safe barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways,and other hazardous areas. Obtain written consent from proper parties before entering or occupying with workers, tools,materials or equipment,privately owned land except on easements provided for construction. Assume full responsibility for the preservation of public and private property on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission,neglect, or misconduct in execution of the Work by the Contractor, it shall be restored by the Contractor to a condition equal to or better than that existing before the damage was done. B Barricades and Warning Signals. Where Work is performed on or adjacent to any roadway, right-of-way, or public place,furnish and erect barricades,fences,lights,warning signs, and danger signals; provide watchmen; and take other precautionary measures for the protection of persons or property and protection of the Work. Conform to Section 01555—Traffic Control&Regulation. C Preserving Control Points Maintain permanent benchmarks,public or private elevation or property demarcation and control monumentation, or other reference points. Unless otherwise directed in writing,replace at no cost to the Owner,those monuments,property corners or other permanent demarcations that are damaged or destroyed in accordance with Section 01720-Field Surveying. D Tree and Plant Protection. Protect trees,shrubs,lawns,outside of grading limits and within the grading limits as designated on the Plans,and in accordance with requirements of Section 01563—Tree &Plant Protection. E Protection of Underground and Surface Structures Known underground structures, including water, sewer, electric, and telephone services are shown on the Plans in accordance with the best information available,but is not guaranteed to be correct or complete. Contractor is responsible for making Locate Calls. Explore ahead of trenching and excavation work and uncover obstructing underground structures sufficiently to determine their location,to prevent damage to them and to prevent interruption of utility services. Restore to original condition damages to underground structure at no additional cost to the Owner. Immediately notify the agency or company owning any existing utility which is damaged,broken,or disturbed. Obtain approval from the Engineer and agency for any repairs or relocations, either temporary or permanent. CIN** Necessary changes in location of the Work may be made by the Engineer to avoid unanticipated underground structures. 12-2-2011 01500-7 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS If permanent relocation of an underground structure or other subsurface installations is n required and not otherwise provided for in the Contract Documents,the Engineer will direct Contractor in writing to perform the Work, which shall be paid for under the provisions for changes in the Contract Price as described in Section 00700—General Conditions of Agreement. Support in place and protect from direct or indirect injury to underground and surface structures located within or adjacent to the limits of the Work. Install such supports carefully and as required by the party owning or controlling such structure. Before installing structure supports,Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the owner of the structure. Avoid moving or in any way changing the property of public utilities or private service corporations without prior written consent of a responsible official of that service or public utility. Representatives of these utilities reserve the right to enter within the limits of this project for the purpose of maintaining their properties,or of making such changes or repairs to their property that may be considered necessary by performance of this Contract. Notify the owners and/or operators of utilities and pipelines of the nature of construction operations to be performed and the date or dates on which those operations will be performed. When construction operations are required in the immediate vicinity of existing structures,pipelines,or utilities,give a minimum of five (5)working days advance notice. Probe and flag the location of underground utilities prior to commencement of excavation. Keep flags in place until construction operations reach and uncover the utility. Assume risks attending the presence or proximity of underground and surface structures within or adjacent to the limits to the Work including but not limited to damage and expense for direct or indirect injury caused by the Work to any structure. Immediately repair damage caused, to the satisfaction of the owner of the damaged structure. 1.14 PROTECTION OF THE WORK Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed,prior to completion of the Work. Control traffic to prevent damage to equipment,materials, and surfaces. 1.15 ROADS AND PARKING A Prevent interference with traffic and Owner operations on existing roads. B Minimize use of existing streets and driveways by construction traffic. C Control traffic to prevent damage to equipment,materials, and surfaces. D Construct and maintain temporary detours, ramps, and roads to provide for normal public traffic flow when use of public roads or streets is closed by necessities of the Work. 12-2-2011 01500-8 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS E Provide mats or other means to prevent overloading or damage to existing roadways from tracked equipment or exceptionally large or heavy trucks or equipment F Designate temporary parking areas to accommodate construction personnel. When site space is not adequate,provide additional off-site parking. Locate as approved by Engineer. G Do not allow heavy vehicles or construction equipment unnecessarily in existing parking areas. 1.16 ENVIRONMENTAL CONTROLS A Provide and maintain methods, equipment, and temporary construction as necessary for controls over environmental conditions at the construction site and adjacent areas. B Comply with statutes,regulations,and ordinances which relate to the proposed Work for the prevention of environmental pollution and preservation of natural resources, including but not limited to the National Environmental Policy Act of 1969,PL 91- 190,Executive Order 11514. C Provide,install and maintain storm water runoff control including but not limited to temporary entrance, silt fencing, etc. as specified in Contract Documents. D Recognize and adhere to the environmental requirements of the Project. Disturbed areas shall be strictly limited to boundaries established by the Contract Documents. Burning of rubbish, debris or waste materials is not permitted. 1.17 POLLUTION CONTROL A Provide methods,means,and facilities required to prevent contamination of soil,water or atmosphere by discharge of noxious substances from construction operations. B Provide equipment and personnel to perform emergency measures required to contain any spillage, and to remove contaminated soils or liquids. Excavate.and dispose of any contaminated earth off-site,and replace with suitable compacted fill and topsoil. C Take special measures to prevent harmful substances from entering receiving streams or storm water conveyance systems in conformance with TPDES requirements and Section 01566—Source Controls for Erosion&Sedimentation. D Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into the atmosphere. E Use equipment during construction that conforms to current federal, state, and local laws and regulations. 12-2-2011 01500-9 of 10 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS 1.18 PEST AND RODENT CONTROL A Provide rodent and pest control as necessary to prevent infestation of Project Site. B Employ methods and use materials which will not adversely affect conditions at the Project Site or adjoining properties. 1.19 NOISE CONTROL A Provide vehicles, equipment, and construction activities that minimize noise to the greatest degree practicable. Noise levels shall conform to OSHA Standards- 29 CFR and in no case will noise levels be permitted which create a nuisance in the surrounding neighborhoods. B Conduct construction operations during daylight hours from 7:30 a.m. to 6:00 p.m. except as approved by Engineer. C Comply with Chapter 19 NOISE, Codes of Ordinances, City of Pearland, Texas. 1.20 DUST CONTROL A Control objectionable dust caused by operation of vehicles and equipment under the provisions of Section 01566—Source Controls for Erosion& Sedimentation. 1.21 WATER RUNOFF AND EROSION CONTROL A Provide methods to control surface water,runoff,subsurface water,and water pumped from excavations and structures to prevent damage to the Work,the Project Site, or adjoining properties in accordance with Section 01564—Control of Ground Water& Surface Water and Section 01566—Source Controls for Erosion& Sedimentation. B Inspect earthwork periodically to detect any evidence of the start of erosion. Apply corrective measures as required to control erosion. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 12-2-2011 01500- 10 of 10 CITY OF PEARLAND MOBILIZATION Section 01505 MOBILIZATION 1.0 GENERAL 1.01 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) 1.02 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) ("6\ 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 Signs) (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 maybe 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) 2. Laptop Computer(Section 00800—Special Conditions of Agreement) 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. C 09/2012 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. 2.0 PRODUCTS 2.01 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. 3.0 EXECUTION 3.01 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 09/2012 01505- 1 of 1 SPECIAL PROVISION TO SECTION 01555 C1/6"\. SPECIAL PROVISION TO SECTION 01555—TRAFFIC CONTROL AND REGULATION 1. Section 01555,Traffic Control and Regulation, Replace Items 1.02(A&B)with the following: 1.02 A. The traffic control plan/details included in the plan drawings are provided as a guide to the Contractor and are the minimum requirements.Measurement and payment for traffic control and regulation is on a lump sum basis,including coordinating with and obtaining approvals by governing authorities,preparation and submittal of a revised traffic control plan if implemented differently (due to field conditions) from what is shown on Drawings,and subsequent approval from City and any other entity(i.e.TxDOT,County) prior to commencing work in their right-of-way.This item shall also include provision of traffic control devices,barrels,barricades,control panels,signage including illuminated arrow boards and message boards as necessary for the project, temporary pavement, temporary pavement markings, relocation of traffic signs and control devices as necessary,temporary relocating and replacing existing signs and mailboxes,maintaining access to driveways, and provision and maintenance of equipment and personnel as necessary to protect the work and the public in accordance with the Texas Manual on Uniform Traffic Control Devices(TxMUTCD).Any adjustments including provision of additional traffic control devices and signage by the Contractor,as requested by the City, (1111 to facilitate smooth flow of traffic and to accommodate field conditions will not be paid for separately and must be included in the traffic control and regulation bid item. The amount invoiced shall be determined based on the approved schedule of values for traffic control and regulation.This item shall also cover the cost of any additional traffic control measures which the Contractor may feel is necessary for smooth flow of traffic and public safety. 1.02 B. No separate payment will be made for flaggers or uniformed officers as required for the Project. Flaggers or uniformed officers shall be considered incidental to the traffic control and regulation bid item. 2. Section 01555,Traffic Control and Regulation, Replace Item 1.04(A)with the following: 1.04 A. Use only flagmen who are off-duty,regularly employed,uniformed peace officers.The Contractor may also use certified flagmen at locations approved by the City or Engineer. END OF SECTION SPECIAL PROVISION TO 01555-1 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION Section 01555 TRAFFIC CONTROL AND REGULATION 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for traffic control plans,signs,signals,control devices,flares,lights and traffic signals, as well as construction parking control, designated haul routes and bridging of trenches and excavations. B Requirements for and qualifications of Flaggers. C References to Technical Specifications: 1. Section 01350—Submittals 2. Section 01140—Contractor's Use of Premises D Referenced Standards: 1. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD) 1.02 MEASUREMENT AND PAYMENT A Traffic Control and Regulation. Measurement is on a Lump Sum basis for Traffic (01"N, Control and Regulation,including submittal of a traffic control plan if different from the one provided on the Plans,provision of traffic control devices, and provision of equipment and personnel as necessary to protect the Work and the public. The amount invoiced shall be determined based on the Schedule of Values submitted for traffic control and regulation. B Flaggers. Measurement is on a Lump Sum basis for Flaggers as required for the Work. The amount invoiced shall be determined based on the Schedule of Values submitted for Flaggers. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B A Traffic Control Plan responsive to the Texas MUTCD and sealed by a Registered Professional Engineer is incorporated into the Plans. If the Contractor proposes to implement traffic control different than the plan provided, he shall submit a Traffic Control Plan in conformance with Texas MUTCD for approval of the Engineer. C For both the Traffic Control Plan and Flaggers' use, submit Schedules of Values within 30 days following the Notice to Proceed. D Each week submit a daily log for Flaggers listing name,badge number,time start,time finish, and hours worked. 03/2008 01555-1 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION 1.04 FLAGGERS A Unless otherwise specified, use only Flaggers who are off-duty,regularly employed, uniformed Peace Officers. B Flaggers are required at the following locations: 1. Where multi-lane vehicular traffic must be diverted into single-lane vehicular traffic. 2. Where vehicular traffic must change lanes abruptly. 3. Where construction equipment either enters or crosses vehicular traffic lanes and walks. 4. Where construction equipment may intermittently encroach on vehicular traffic lanes and unprotected walks and cross-walks. 5. Where construction activities might affect public safety and convenience. 6. Where traffic regulation is needed due to rerouting of vehicular traffic around the work site. 7. When requested by Owner. C The use of Flaggers is for the purpose of assisting in the regulation of traffic flow and movement, and does not in any way relieve the contractor of full responsibility for taking such other steps and provide such other Flaggers or personnel as the Contractor may deem necessary to protect the work and the public, and does not in any way relieve the Contractor of his responsibility for any damage for which he would otherwise be liable. Flaggers shall be used and maintained at such points for such periods of time as may be required to provide for the public safety and convenience of travel. 2.0 PRODUCTS 2.01 SIGNS,SIGNALS,AND DEVICES A Comply with Texas MUTCD regulations. B Traffic Cones and Drums, Flares and Lights: As approved by agencies having jurisdiction. 3.0 EXECUTION 3.01 PUBLIC ROADS A Abide by laws and regulations of governing authorities when using public roads. If the Contractor's work requires that public roads be temporarily impeded or closed, approvals shall be obtained from governing authorities and permits paid for before starting any work. Coordinate activities with the Engineer. B Contractor shall maintain at all times a 10-foot-wide all-weather lane adjacent to work areas which shall be kept free of construction equipment and debris and shall be for the use of emergency vehicles, or as otherwise provided in the Traffic Control Plan. 03/2008 01555-2 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION (11°^\, C Contractor shall not obstruct the normal flow of traffic from 7:00 a.m.to 9:00 a.m.and 4:00 p.m.to 6:00 p.m. on designated major arterials or as directed by the Engineer. D Contractor shall maintain local driveway access to residential and commercial properties adjacent to work areas at all times. E Cleanliness of Surrounding Streets: 1. Keep streets used for entering or leaving the job area free of excavated material, debris, and any foreign material resulting from construction operations. Leave the area broom-clean or its equivalent at the end of the work day. F Control vehicular parking to prevent interference with public traffic and parking,and access by emergency vehicles. G Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas. H Prevent parking on or adjacent to access roads or in non-designated areas. 3.02 FLARES AND LIGHTS A Provide flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 3.03 HAUL ROUTES A Utilize haul routes designated by Owner or shown on the Plans for construction traffic. B Confine construction traffic to designated haul routes. C Provide traffic control at critical areas of haul routes to regulate traffic and minimize interference with public traffic. D Contractor shall be responsible for any damage caused by vehicles utilizing haul routes. 3.04 TRAFFIC SIGNS AND SIGNALS A Install traffic control devices at approaches to the site and on site, at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. B Relocate traffic signs and control devices as Work progresses to maintain effective traffic control. 3.05 BRIDGING TRENCHES AND EXCAVATIONS ri.h\ A Whenever necessary,bridge trenches and excavation to permit an unobstructed flow of traffic. 03/2008 01555-3 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION B Secure bridging against displacement by using adjustable cleats,angles,bolts or other devices whenever bridge is installed: 1. On an existing bus route; 2. When more than five percent of daily traffic is comprised of commercial or truck traffic; 3. When more than two separate plates are used for the bridge; or 4. When bridge is to be used for more than five consecutive days. C Install bridging to operate with minimum noise. D Adequately shore the trench or excavation to support bridge and traffic. E Extend steel plates used for bridging a minimum of one foot beyond edges of trench or excavation. Use temporary paving materials (premix) to feather edges of plates to minimize wheel impact on secured bridging. F Use steel plates of sufficient thickness to support H-20 loading, truck or lane, that produces maximum stress. 3.06 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. B Remove equipment and devices when no longer required. C Repair damage caused by installation. D Remove post settings to a depth of 2 feet. END OF SECTION 03/2008 01555-4 of 4 CITY OF PEARLAND FILTER FABRIC FENCE (111 , Section 01560 FILTER FABRIC FENCE 1.0 GENERAL 1.01 SECTION INCLUDES A Installation of filter fabric fence to control erosion and contain sediments and pollutants from overland flow. Filter fabric fence is not for use in channelized flow areas.Filter fabric fence may be reinforced. B References to Technical Specifications: 1. Section 01200—Measurement&Payment Procedures 2. Section 01350—Submittals 3. Section 01562—Waste Material Disposal 4. Section 01566—Source Controls for Erosion & Sedimentation C Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 3786,"Standard Test Method for Hydraulic Bursting strength of Textile Fabrics" b. ASTM D 4632, "Standard Test Method for Grab Breaking Load and Elongation of Geotextiles" 1.02 MEASURMENT AND PAYMENT A Filter fabric fence will be measured by the linear foot between the limits of the beginning and ending of wooden stakes. B Payment for filter fabric fence will include and be full compensation for all labor, equipment,materials,supervision,and all incidental expenses for construction of these items,complete in place,including,but not limited to protection of trees,maintenance requirements, repair and replacement of damaged sections, removal of sediment deposits, and removal of erosion and sediment control systems at the end of construction. C Refer to Section 01200—Measurement&Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350— Submittals. B Manufacturer's catalog sheets and other Product Data on geotextile fabric. (111.11'\ 03/2008 01560-1 of 3 CITY OF PEARLAND FILTER FABRIC FENCE 2.0 PRODUCTS t) 2.01 FILTER FABRIC A Provide woven or nonwoven geotextile filter fabric made of either polypropylene, polyethylene, ethylene, or polyamide material. B By ASTM D 4632, geotextile fabric shall have a grab strength of 100 psi in any principal direction,a Mullen burst strength exceeding 200psi by ASTM-D3786,and the equivalent opening size between 50 and 140. C Filter 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. 3.0 EXECUTION 3.01 PREPARATION AND INSTALLATION A Provide erosion and sediment control systems at the locations shown on Plans. Such systems shall be of the type indicated and shall be constructed in accordance with the requirements shown on the Plans and specified in this Section. B Erosion and sediment control measures shall be in place prior to the start of any Work that exposes the soil, other than as specifically directed by the Engineer to allow soil testing and surveying. C Regularly inspect and repair or replace damaged components of filter fabric fence as specified in this Section, 3.02F. Unless otherwise directed,maintain the erosion and sediment control systems until the Work is accepted by the Owner. Remove erosion and sediment control systems promptly when directed by the Engineer. Discard removed materials in accordance with Section 01562—Waste Material Disposal. D Conduct all construction operations under this Contract in conformance with the erosion control practices described in Section 01566—Source Controls for Erosion& Sedimentation. 3.02 CONSTRUCTION METHODS A Provide filter fabric fence systems in accordance with the Plan detail for Filter fabric fence. Filter fabric fence shall be installed in such a manner that surface runoff will percolate through the system in sheet flow fashion and allow sediment to be retained and accumulated. B Attach the filter fabric to 2-inch by 2-inch wooden stakes spaced a maximum of 3 feet apart and embedded a minimum of 8 inches. If filter fabric is factory preassembled 03/2008 01560-2 of 3 CITY OF PEARLAND FILTER FABRIC FENCE with support netting,then maximum spacing allowable is 8 feet. Install wooden stakes at a slight angle toward the source of anticipated runoff. C Trench in the toe of the filter fabric fence with a spade or mechanical trencher as shown on the Plans. Lay filter fabric along the edges of the trench. Backfill and compact trench. D Filter fabric fence shall have a minimum height of 18 inches and a maximum height of 36 inches above natural ground. E Provide the filter fabric in continuous rolls and cut to the length of the fence to minimize the use of joints. When joints are necessary,splice the Fabric together only at a support post with a minimum 6-inch overlap and seal securely. F Inspect filter fabric fence systems after each rainfall,daily during periods of prolonged rainfall, and at a minimum once each week. Repair or replace damaged sections immediately. Remove sediment deposits when silt reaches a depth one-third the height of the fence or 6 inches, whichever is less. END OF SECTION 03/2008 01560-3 of 3 CITY OF PEARLAND 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 Y2 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 barriers 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 C 05/2008 01561-3 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL (1111 \ 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. 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 - Not Used 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 Clibb\ 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 (1.16\ 07/2006 01562-3 of 3 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER Section 01564 CONTROL OF GROUND WATER AND SURFACE WATER 1.0 GENERAL 1.01 SECTION INCLUDES A Dewatering,depressurizing,draining,and maintaining trench and structure excavations and foundation beds in dry and stable condition. B Protecting work against surface runoff and rising flood waters. C Disposing of removed water. D References to Technical Specifications: 1. Section 01200—Measurement&Payment,Procedures 2. Section 01350—Submittals 3. Section 01570—Trench Safety Systems 4. Section 01565—TPDES Requirements 5. Section 01566—Source Controls for Erosion&Sedimentation Referenced Standards: 71k` 1. Occupational Safety and Health Administration (OSHA) 2. Texas Commission on Environmental Quality(TCEQ) 3. Code of Ordinances, City of Pearland,Texas 4. Water Well Drillers and Pump Installers Advisory Council(WWD/PI) F Definitions: 1. Ground Water Control Systems -installations external to the excavation such as well points, eductors, or deep wells. Ground water control includes dewatering and depressurization. a. Dewatering-lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations and disposing of removed water. The intent of dewatering is to increase stability of excavated slopes; prevent dislocation of material from slopes or bottoms of excavations;reduce lateral loads on sheeting and bracing;improve excavating and hauling characteristics of excavated material;prevent failure or heaving of the bottom of excavations;and to provide suitable conditions for placement of backfill materials and construction of structures and other installations. b. Depressurization-reduction in piezometric pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of excavation bottom. 2. Surface Water Control-diversion and drainage of surface water runoff and rain water away from the excavation. 3. Excavation Drainage-keeping excavations free of surface and seepage water. 02/2008 01564-1 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER 1.02 MEASUREMENT AND PAYMENT A Measurement for and control of ground water for open cut pipe excavations shall be on a linear foot basis and shall not exceed the length of open cut pipe installation in the area requiring ground water control. B Unless indicated as a Bid Item,no separate payment will be made for control of ground water for any condition(s) other than those described in this Section, 1.02A. No separate payment will be made for control of surface water. Include the cost to control non-pipe excavation ground water and surface water in price for Work requiring such controls. C Refer to Section 01200—Measurement&Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit a Ground Water and Surface Water Control Plan for review by the Engineer prior to start of any field work. The plan shall be signed by a Professional Engineer registered in the State of Texas. The plan shall include the following: 1. Results of subsurface investigation and description of the extent and characteristics of water bearing layers subject to ground water control. 2. Names of equipment suppliers and installation subcontractors. 3. A description of proposed ground water control systems indicating arrangement,location, depth and capacities of system components, installation details and criteria, and operation and maintenance procedures. 4. A description of proposed monitoring and control system indicating depths and locations of piezometers and monitoring wells,monitoring installation details and criteria, type of equipment and instrumentation with pertinent data and characteristics. 5. A description of proposed filters including types, sizes,capacities and manufacturer's application recommendations. 6. Design calculations demonstrating adequacy of proposed systems for intended applications. Define potential area of influence of ground water control operation near contaminated areas. 7. Operating requirements,including piezometric control elevations for dewatering and depressurization. 8. Excavation drainage methods including typical drainage layers, sump pump application and other necessary means. 9. Surface water control and drainage installations. 10. Proposed methods and locations for disposing of removed water. C Submit the following records upon completed initial installation: 1. Installation and development reports for well points, eductors, and deep wells. 02/2008 01564-2 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER 2. Installation reports and baseline readings for piezometers and monitoring wells. 3. Baseline analytical test data of water from monitoring wells. 4. Initial flow rates. D Submit the following records on a weekly basis during operations: 1. Records of flow rates and piezometric elevations obtained during monitoring of dewatering and depressurization. Refer to this Section, 3.02 "Requirements for Eductor,Well Points, or Deep Wells". 2. Maintenance records for ground water control installations,piezometers, and monitoring wells. E Submit the following records at end of the Work. Decommissioning(abandonment) reports for monitoring wells and piezometers installed by other during the design phase and left for Contractor's monitoring and use. 1.04 PERFORMANCE REQUIREMENTS A Conduct subsurface investigations to identify groundwater conditions and to provide parameters for design,installation, and operation of groundwater control systems. - B Design a ground water control system, compatible with the requirements of OSHA (1116'\ Standards- 29 CFR, Part 1926, and Section 01570-Trench Safety Systems of these Technical Specifications,to produce the following results: 1. Effectively reduce the hydrostatic pressure affecting excavations. 2. Develop a substantially dry and stable subgrade for subsequent construction operations. 3. Preclude damage to adjacent properties,buildings, structures,utilities, installed facilities, and other work. 4. Prevent the loss of fines, seepage,boils, quick condition, or softening of the foundation strata. 5. Maintain stability of sides and bottom of excavations. C Ground water control systems may include single-stage or multiple-stage well point systems, eductor and ejector-type systems, deep wells, or combinations of these equipment types. D Provide drainage of seepage water and surface water,as well as water from any other source entering the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together with sump pumping. E Provide ditches,berms,pumps and other methods necessary to divert and drain surface water from excavation and other work areas. F Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water wells. 02/2008 01564-3 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER G Assume sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells,or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent structures, and water wells. I Provide environmental monitoring wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use. 1.05 ENVIRONMENTAL REQUIREMENTS A Comply with requirements of agencies having jurisdiction. B Comply with TCEQ regulations and WWD/PI Advisory Council for development, drilling, and abandonment of wells used in dewatering system. C Obtain permit from TCEQ under the Texas Pollutant Discharge Elimination System (TPDES),for storm water discharge from construction sites. Refer to Section 01565— TPDES, 3.02 "Certification Requirements". D Obtain all necessary permits from agencies with control over the use of groundwater and matters affecting well installation, water discharge, and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for the required approvals. E Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. F Implement control of ground and surface water under the provisions of Section 01566 —Source Controls for Erosion &Sedimentation. 2.0 PRODUCTS 2.01 EQUIPMENT AND MATERIALS A Equipment and materials are at the option of Contractor as necessary to achieve '') desired results for dewatering. Selected equipment and materials are subject to review 02/2008 01564-4 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER of the Engineer through Submittals required in Section 01350 — Submittals, 1.06 "Operations and Maintenance Data". B Eductors,well points, or deep wells, where used, must be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design,installation, and operation. C Equipment and instrumentation for monitoring and control of the ground water control system includes piezometers and monitoring wells,and devices,such as flow meters, for observing and recording flow rates. D All equipment must be in good repair and operating order. E Sufficient standby equipment and materials shall be kept available to ensure continuous operation,where required. 3.0 EXECUTION 3.01 GROUND WATER CONTROL A Perform a subsurface investigation by borings as necessary to identify water bearing layers,piezometric pressures,and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the drawdown characteristics of the water-bearing layers. . The results shall be presented in the Ground Water and Surface Water Control Plan. Refer to this Section, 1.03B. B Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. C Install, operate, and maintain ground water control systems in accordance with the Plan. Notify Engineer in writing of any changes made to accommodate field conditions and changes to the Work. Provide revised drawings and calculations with such notification. D Provide for continuous system operation, including nights,weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source for dewatering system. E Monitor operations to verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. F Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or Cm*N. installed works. Allowable piezometric elevations shall be defined in the Plan. 02/2008 01564-5 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER G Maintain water level below sub grade elevation. Do not allow levels to rise until foundation concrete has achieved design strength. H During backfilling,dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. I Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical, provide grout connections at 50-foot intervals and fill pipe with cement-bentonite grout or cement-sand grout when pipe is removed from service. J Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced,such as for units designed to withstand hydrostatic uplift pressure. Provide a means of draining the affected portion of underground system,including standby equipment. Maintain drainage system during operations and remove it when no longer required. K Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L Compact backfill as required by the Contract Documents. 3.02 REQUIREMENTS FOR EDUCTOR,WELL POINTS,OR DEEP WELLS A For aboveground piping in ground water control system,include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are predrained prior to excavation. Provide separate piezometers for monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor's selected method of work. C Install piezometers or monitoring wells not less than one week in advance of beginning the associated excavation. D Dewatering may be omitted for portions of underdrains or other excavations,but only where auger borings and piezometers or monitoring wells show that soil is predrained by an existing system such that the criteria of the Ground Water and Surface Water Control Plan are satisfied. 02/2008 01564-6 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER E Replace installations that produce noticeable amounts of sediments after development. F Provide additional ground water control installations or change the methods in the event that the installations according to the Ground Water and Surface Water Control Plan do not provide satisfactory results based on the performance criteria defined by the Plan and by this Section. Submit a revised Plan according to this Section, 1.03A. G Mechanical dewatering equipment shall comply with Chapter 19 NOISE, Code of Ordinances, City of Pearland,Texas. 3.03 EXCAVATION DRAINAGE A Contractor may use excavation drainage methods if necessary to achieve well drained, stable trench conditions. The excavation drainage may consist of the following methods or combination of methods: 1. Sump pumping in combination with: a. Layer of crushed stone and filter fabric. b. Sand and gravel drains. 2. Wells for ground water control. B Use sump pumping and a drainage layer, as defined in ASTM D 2321,placed on the foundation beneath pipe bedding or thickened bedding layer of Class I material. (15111.\ 3.04 MAINTENANCE AND OBSERVATION A Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water control installations or excavation drainage are operating in an area. Keep system in good operating condition. B Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds. Continue to maintain and make observations, as specified. D Remove and grout piezometers inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the Engineer. 3.05 MONITORING AND RECORDING A Monitor and record average flow rate of operation for each deep well, or for each wellpoint or eductor header used in dewatering system. Also monitor and record water level and ground water recovery. These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter. 02/2008 01564-7 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER B Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when Engineer determines that more frequent monitoring and recording are required. Comply with Engineer's direction for increased monitoring and recording and take measures as necessary to ensure effective dewatering for intended purpose. 3.06 SURFACE WATER CONTROL A Intercept surface water and divert it away from excavations through use of dikes, ditches,curb walls,pipes,sumps or other approved means. The requirement includes temporary works required to protect adjoining properties from surface drainage caused by construction operations. B Divert surface water and seepage water into sumps and pump it into drainage channels or storm drains, when approved by agencies having jurisdiction. Provide settling basins when required by such agencies. C Provide additional surface water control measures or change the methods in the event that the measures according to the Ground Water and Surface Water Control Plan do not provide satisfactory results based on the performance criteria defined by the Plan and by this Section. Submit a revised Plan according to this Section, 1.03B. END OF SECTION 02/2008 01564-8 of 8 CITY OF PEARLAND TPDES REQUIREMENTS • (°"'"•. Section 01565 TPDES REQUIREMENTS 1.0 GENERAL A DEFINITIONS As used herein and in conjunction with TPDES General Permit No. TXR150000, the term OPERATOR refers to the CONTRACTOR 1.01 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 TXR150000 as issued March 5, 2003, re-issued March 5, 2013, by the Texas Commission on Environmental Quality under the provisions of Section 402 of the Clean Water Act and Section 26.040 of the Texas Water Code. B Contractor's responsibility for implementation, maintenance, and inspection of storm water pollution prevention control measures including, but not limited to, erosion and sediment controls, storm water management plans, waste collection and disposal, off-site vehicle tracking, and other practices shown on the Plans or (1.16 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. 1.02 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. 04-2013 • 01565- 1 of 4 CITY OF PEARLAND TPDES REQUIREMENTS 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 2.0 PRODUCTS - NotUsed 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 Contractor's NOI shall be submitted to the TCEQ. It is the Contractor's responsibility to pay for any fees associated with the permit. Submission of the NOI is required by the Contractor before construction operations begin. B Upon completion of construction and acceptance of the Work by the Owner, the Contractor shall complete, sign, date and submit 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 04-2013 01565-2 of 4 CITY OFPEARLAND TPDES REQUIREMENTS 01.770 — Contract Closeout. The SWPPP records and data will be retained by Owner for a period of 3 years from the date the Work is accepted by the Owner. 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 Contractor and a brief Description of Construction Activity being conducted at the Project Site, as given in Article 1 of the SWPPP, shall be posted at the Project Site or at Contractor's office in a prominent place for public viewing. 2. Notice to drivers of equipment and vehicles, instructing them to stop, check, and clean tires of debris and mud before driving onto traffic lanes. Post such notices at every stabilized construction exit area. 3. In an easily visible location on Project Site,post a notice of waste disposal procedures. 4. Notice of hazardous material handling and emergency procedures shall be posted with the NOI on Project Site. Keep copies of Material Safety Data Sheets at a location on Project Site that is known to all personnel. 5. Keep a copy of each signed certification at the Project Site or at Contractor's office. APPENDIX A FOLLOWS THIS SECTION END OF SECTION ralb\ 04-2013 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-20391 NOT TCEQ Form-20023 Site Notice Forms 04-2013 01565-4 of 4 Calk\ Texas Commission on Environmental Quality P.O.Box 13087,Austin,Texas 787u-3087 e'S8•OF • GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM under provisions of Section 402 of the Clean Water Act and Chapter 26 of the Texas Water Code This permit supersedes and replaces TPDES General Permit No.TXR.5000o,issued March 5,2oo8 Construction sites that discharge stormwater associated with construction activity located in the state of Texas may discharge to surface water in the state only according to monitoring requirements and other conditions set forth in this general permit,as well as the rules of the Texas Commission on Environmental Quality(TCEQ or Commission),the laws of the State of Texas,and other orders Of the Commission of the TCEQ. The issuance of this general permit does not grant to the permittee the right to use private or public property for conveyance of stormwater and certain non-stormwater discharges along the discharge route. This includes property belonging to but not limited to any individual,partnership,corporation or other entity. Neither does this general permit authorize any invasion of personal rights nor any violation of federal,state,or local laws or regulations. It is the responsibility of the permittee to acquire property rights as may be necessary to use the discharge route. This general permit and the authorization contained herein shall expire at midnight,five years from the permit effective date. EFFECTIVE DATE: March 5,2013 • ISSUED DATE: F E B 19 2013 For e C mission Construction General Permit TPDES General Permit TXR150000 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 12 Section A. Discharges Eligible for Authorization 12 1. Stormwater Associated with Construction Activity 12 2. Discharges of Stormwater Associated with Construction Support Activities 12 3. Non-Stormwater Discharges 12 4. Other Permitted Discharges 13 Section B. Concrete Truck Wash Out 13 Section C. Limitations on Permit Coverage 13 1. Post Construction Discharges 13 2. Prohibition of Non-Stormwater Discharges 13 3. Compliance With Water Quality Standards 13 4. Impaired Receiving Waters and Total Maximum Daily Load(TMDL) Requirements 14 5. Discharges to the Edwards Aquifer Recharge or Contributing Zone 14 6. Discharges to Specific Watersheds and Water Quality Areas 14 7. Protection of Streams and Watersheds by Other Governmental Entities 14 8. Indian Country Lands 14 9. Oil and Gas Production 15 10. Stormwater Discharges from Agricultural Activities 15 11. Endangered Species Act 15 12. Other 15 Section D. Deadlines for Obtaining Authorization to Discharge 15 1. Large Construction Activities 15 2. Small Construction Activities 15 Section E. Obtaining Authorization to Discharge 16 1. Automatic Authorization for Small Construction Activities With Low Potential for Erosion- 16 2. Automatic Authorization For All Other Small Construction Activities• 17 3. Authorization for Large Construction Activities: 17 Page 2 Construction General Permit TPDES General Permit TXR150000 4. Waivers for Small Construction Activities. 18 5. Effective Date of Coverage 18 6. Notice of Change(NOC) 18 7. Signatory Requirement for NOI Forms,Notice of Termination(NOT)Forms,NOC Letters,and Construction Site Notices 19 8. Contents of the NOI 19 Section F. Terminating Coverage 20 1. Notice of Termination(NOT)Required 20 2. Minimum Contents of the NOT 20 3. Termination of Coverage for Small Construction Sites and for Secondary Operators at Large Construction Sites 20 4. Transfer of Operational Control 21 Section G. Waivers from Coverage 21 1. Waiver Applicability and Coverage 22 2. Steps to Obtaining a Waiver 22 3. Effective Date of Waiver 22 4. Activities Extending Beyond the Waiver Period 22 Section H. Alternative TPDES Permit Coverage 23 (1111111'\ 1. Individual Permit Alternative 23 2. Individual Permit Required 23 3. Alternative Discharge Authorization 23 Section I. Permit Expiration 23 Part III. Stormwater Pollution Prevention Plans(SWP3) 24 Section A. Shared SWP3 Development 24 Section B. Responsibilities of Operators 25 1. Secondary Operators and Primary Operators with Control Over Construction Plans and Specifications 25 2. Primary Operators with Day-to-Day Operational Control 25 Section C. Deadlines for SWP3 Preparation,Implementation,and Compliance 25 Section D. Plan Review and Making Plans Available 26 Section E. Revisions and Updates to SWP3s 26 Section F. Contents of SWP3 26 Section G. Erosion and Sediment Control Requirements Applicable to All Sites 34 Part IV. Stormwater Runoff from Concrete Batch Plants 35 Section A. Benchmark Sampling Requirements 35 Section B. Best Management Practices(BMPs)and SWP3 Requirements 37 Section C. Prohibition of Wastewater Discharges 39 Page 3 Construction General Permit TPDES General Permit TXRi50000 Part V. Concrete Truck Wash Out Requirements 40 Part VI. Retention of Records 40 Part VII.Standard Permit Conditions 40 Part VIII. Fees 41 Appendix A: Automatic Authorization 43 Appendix B:Erosivity Index(EI)Zones in Texas 45 Appendix C: Isoerodent Map 46 Appendix D: Erosivity Indices for EI Zones in Texas 47 Page 4 Construction General Permit TPDES General Permit TXR150000 CIIlk\ Part I. Flow Chart and Definitions Section A. Flow Chart to Determine Whether Coverage is Required Iiow much land will be disturbed?(*1) C1 acre 1 or more acres *1) (*1) NO Do you meet the YES Will 5 or more 4 definition of r acres be disturbed? "operator?"(*2) (*1) NO YES r � � Permit Coverage Required • Prepare and Implement SWP3 • Post Site Notice • Submit Copy of Site Notice to MS4 Operator J A Are you a"primary NO operator?"(*2) YES T � Permit Coverage Not Required~Unless Part Permit Coverage Required of a Larger Common • Prepare and Implement SWP3 Plan of Development • Submit NOI to TCEQ or Sale • Post Site Notice • Submit Copy of NOI to MS4 Operator (*I) To determine the size of the construction project,use the size of the entire area to be disturbed,and include the size of the larger common plan of development or sale,if the project is part of a larger project(refer to Part 1,13.,"Definitions,"for an explanation of"common plan of development or sale'). (*2) Refer to the definitions for"operator,"'primary operator,"and"secondary operator"in Part L, Section R.of this permit. 1111111. 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, and excavating; and 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. Dewatering—The act of draining rainwater or groundwater from building foundations, vaults,and trenches. Discharge—For the purposes of this permit,the drainage,release,or disposal of pollutants in stormwater and certain non-stormwater from areas where soil disturbing activities(e.g., clearing,grading,excavation,stockpiling of fill material,and demolition),construction materials or equipment storage or maintenance(e.g.,fill piles,borrow area,concrete truck wash out,fueling),or other industrial stormwater directly related to the construction process (e.g.,concrete or asphalt batch plants)are located. Drought-Stricken Area—For the purposes of this permit,an area in which the National Oceanic and Atmospheric Administration's U.S.Seasonal Drought Outlook indicates for the period during which the construction will occur that any of the following conditions are likely: (1)"Drought to persist or intensify",(2)"Drought ongoing,some improvement", (3) "Drought likely to improve,impacts ease",or(4)"Drought development likely". See http://www.cpc.ncep.noaa.gov/products/expert assessment/seasonal drought.html. Edwards Aquifer-As defined under Texas Administrative Code(TAC)§213.3 of this title (relating to the Edwards Aquifer),that portion of an arcuate belt of porous,water-bearing, predominantly carbonate rocks known as the Edwards and Associated Limestones in the Balcones Fault Zone trending from west to east to northeast in Kinney, Uvalde,Medina, Bexar,Comal,Hays,Travis,and Williamson Counties; and composed of the Salmon Peak Page 6 Construction General Permit TPDES General Permit TXR150000 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 40 Code of Federal Regulations (CFR)§122.2 as a regulation published by the Administrator under§304(b)of the Clean Water Act(CWA)to adopt or revise effluent limitations. Facility or Activity—For the purpose of this permit,a construction site or construction support activity that is regulated under this general permit,including all contiguous land and fixtures(for example,ponds and materials stockpiles),structures,or appurtances used at a construction site or industrial site described by this general permit. 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 70%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. 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. Page 7 Construction General Permit TPDES General Permit TXR150000 Fullfillment 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 on the latest approved CWA §3o3(d)List as not meeting applicable state water quality standards.Impaired waters include waters with approved or established total maximum daily loads(TMDLs),and those where a TMDL has been proposed by TCEQ but has not yet been approved or established. Indian Country Land—(from 4o CFR§122.2)(1)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. Indian Tribe-(from 4o CFR§122.2)any Indian Tribe,band,group,or community recognized by the Secretary of the Interior and exercising governmental authority over a Federal Indian Reservation. 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 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. 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. Page 8 Construction General Permit TPDES General Permit TXR15o000 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 a 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 a large or small 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 - - (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 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. (link\ Page 9 Construction General Permit TPDES General Permit TXR150000 Point Source—(from 4o CFR§122.2)Any discernible,confined,and discrete conveyance, including but not limited to,any pipe,ditch,channel,tunnel,conduit,well,discrete fissure, container,rolling stock concentrated animal feeding operation,landfill leachate collection system,vessel or other floating craft from which pollutants are,or may be,discharged. This term does not include return flows from irrigated agriculture or agricultural stormwater runoff. 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-(from Texas Water Code(TWC)§26.001(14))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. 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 into which the regulated stormwater discharges. Semiarid Areas-areas with an average annual rainfall of 10 to 20 inches Separate Storm Sewer System-A conveyance or system of conveyances(including roads with drainage systems,streets,catch basins,curbs,glitters,ditches,man-made channels,or storm drains),designed or used for collecting or conveying stormwater;that is not a combined sewer,and that is not part of a publicly owned treatment works(POTW). Small Construction Activity-Construction activities including clearing,grading,and excavating that result in land disturbance of equal to or greater than one(1)acre and less than five(5)acres of land.Small construction activity also includes the disturbance of less than one(1)acre of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one(1)and 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 from a construction activity where soil disturbing activities(including clearing,grading,excavating) result in the disturbance of one(1)or more acres of total land area,or are part of a larger common plan of development or sale that will result in disturbance of one(1)or more acres of total land area. 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 Page 10 Construction General Permit TPDES General Permit TXRi50000 runoff. Structural controls and practices may include but are not limited to:silt fences, earthen dikes,drainage swales,sediment traps,check dams,subsurface drains,storm drain inlet protection,rock outlet protection,reinforced soil retaining systems,gabions,and temporary or permanent sediment basins. Surface Water in the State- Lakes,bays,ponds,impounding reservoirs,springs,rivers, streams,creeks,estuaries,wetlands,marshes,inlets,canals,the Gulf of Mexico inside the territorial limits of the state(from the mean high water mark(MHWM)out 10.36 miles into the Gulf),and all other bodies of surface water,natural or artificial,inland or coastal,fresh or salt,navigable or nonnavigable,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. 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-(from 4o CFR§122.2)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; (c) all other waters such as intrastate lakes,rivers,streams(including intermittent streams),mudflats,sandflats,wetlands,sloughs,prairie potholes,wet meadows, playa lakes,or natural ponds that the use,degradation,or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (1) which are or could be used by interstate or foreign travelers for recreational or other purposes; (2) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce;or (3) which are used or could be used for industrial purposes by industries in interstate commerce; (d) all impoundments of waters otherwise defined as waters of the United States under this definition; (e) tributaries of waters identified in paragraphs(a)through(d)of this definition; (f) the territorial sea; and (g) wetlands adjacent to waters(other than waters that are themselves wetlands) identified in paragraphs(a)through(f)of this definition. Waste treatment systems,including treatment ponds or lagoons designed to meet the requirements of CWA(other than cooling ponds as defined in 4o CFR§423.11(m)which also meet the criteria of this definition)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 Page 11 Construction General Permit TPDES General Permit TXR15o000 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. Part II. Permit Applicability and Coverage Section A. Discharges Eligible for Authorization 1. Stormwater Associated with Construction Activity Discharges of stormwater runoff from small and large construction activities maybe authorized under this general permit. 2. Discharges of Stormwater Associated with Construction Support Activities Examples of construction support activities include,but are not limited to,concrete batch plants,rock crushers,asphalt batch plants,equipment staging areas,material storage yards,material borrow areas, and excavated material disposal areas. Construction support activities authorized under this general permit are not commercial operations,and do not serve multiple unrelated construction projects. Discharges of stormwater runoff from construction support activities may be authorized under this general permit,provided that the following conditions are met: (a) the activities are located within one(1)mile from the boundary of the permitted construction site and directly support the construction activity; (b) an SWP3 is developed for the permitted construction site according to the provisions of this general permit,and includes appropriate controls and measures to reduce erosion and discharge of pollutants in stormwater runoff from the construction support activities;and (c) the construction support activities either do not operate beyond the completion date of the construction activity or,at the time that they do,are authorized under separate Texas Pollutant Discharge Elimination System(TPDES)authorization. Separate TPDES authorization may include the TPDES Multi Sector General Permit(MSGP), TXRo50000(related to stormwater discharges associated with industrial activity), separate authorization under this general permit if applicable,coverage under an alternative general permit if available,or authorization under 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 Page 12 Construction General Permit TPDES General Permit TXR1.50000 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; (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 (11111'‘ 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 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.2.of this general permit. 76\ Page 13 Construction General Permit TPDES General Permit TXR150000 4. Impaired Receiving Waters and Total Maximum Daily Load(TMDL)Requirements 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 standards and are listed on the EPA approved 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 this general permit unless they are consistent with the approved TMDL. Permittees must incorporate the conditions and requirements applicable to their discharges into their SWP3,in order to be eligible for coverage under this general permit. For consistency with the construction stormwater-related items in an approved TMDL,the SWP3 must be consistent with any applicable condition,goal,or requirement in the TMDL,TMDL Implementation Plan(I-Plan),or as otherwise directed by the executive director. 5. Discharges to the Edwards Aquifer Recharge or Contributing Zone Discharges cannot be authorized by this general permit where prohibited by 3o TAC Chapter 213(relating to Edwards Aquifer). In addition,commencement of construction (i.e.,the initial disturbance of soils associated with clearing,grading,or excavating activities,as well as other construction-related activities such as stockpiling of fill material and demolition)at a site regulated under 3o TAC Chapter 213,may not begin until the appropriate Edwards Aquifer Protection Plan(EAPP)has been approved by the TCEQ's Edwards Aquifer Protection Program. (a) For new discharges located within the Edwards Aquifer Recharge Zone,or within that area upstream from the recharge zone and defined as the Contributing Zone (CZ),operators must meet all applicable requirements of,and operate according to, 3o TAC Chapter 213(Edwards Aquifer Rule)in addition to the provisions and requirements of this general permit. (b) For existing discharges located within the Edwards Aquifer Recharge Zone,the requirements of the agency-approved Water Pollution Abatement Plan(WPAP) under the Edwards Aquifer Rule is in addition to the requirements of this general permit. BMPs and maintenance schedules for structural stormwater controls,for example,may be required as a provision of the rule. All applicable requirements of the Edwards Aquifer Rule for reductions of suspended solids in stormwater runoff are in addition to the requirements in this general permit for this pollutant. 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 Page 14 Construction General Permit TPDES General Permit TXR1500o0 (.11111'\ regulations,authority for these discharges must be obtained from the U.S. Environmental Protection Agency(EPA). 9. Oil and Gas Production 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. If discharges of stormwater require authorization under federal NPDES regulations,authority for these discharges must be obtained from the EPA. 10. Stormwater Discharges from Agricultural Activities Stormwater discharges from agricultural activities that are not point source discharges of stormwater are not subject to TPDES permit requirements. These activities may include clearing and cultivating ground for crops,construction of fences to contain livestock,construction of stock ponds,and other similar agricultural activities. Discharges of stormwater runoff associated with the construction of facilities that are subject to TPDES regulations,such as the construction of concentrated animal feeding operations,would be point sources regulated under this general permit. 11. Endangered Species Act Discharges that would adversely affect a listed endangered or threatened aquatic or aquatic-dependent species or its critical habitat are not authorized by this permit,unless the requirements of the Endangered Species Act are satisfied.Federal requirements related to endangered species apply to all TPDES permitted discharges and site-specific controls 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. 12. Other Nothing in Part II of the general permit is intended to negate any person's ability to assert the force majeure(act of God,war,strike,riot,or other catastrophe)defenses found in 3o TAC Section D. Deadlines for Obtaining Authorization to Discharge 1. Large Construction Activities (a) New Construction-Discharges from sites where the commencement of construction 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 TPDES general permit TXR150000(effective on March 5,2008),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 period,as a requirement of this TPDES permit,the operator must continue to meet the conditions and requirements of the previous TPDES permit. 2. Small Construction Activities (a) New Construction-Discharges from sites where the commencement of construction occurs on or after the effective date of this general permit must be authorized,either Page 15 Construction General Permit TPDES General Permit TXR1500oo 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 would not meet the conditions to qualify for termination of this permit as described in Part II.E.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 previous TPDES permit. Section E. Obtaining Authorization to Discharge 1. Automatic Authorization for Small Construction Activities With Low Potential for Erosion: If all of the following conditions are met,then a small construction activity is determined to occur during periods of low potential for erosion,and a site operator may be automatically authorized under this general permit without being required to develop an SWP3 or submit an NOI: (a) the construction activity occurs in a county 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; (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 construction site notice,including the certification statement; (e) a signed copy of the construction site notice 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; (f) a copy of the signed and certified construction site notice is provided to the operator of any MS4 receiving the discharge at least two days prior to commencement of construction activities; (g) any supporting concrete batch plant or asphalt batch plant is separately authorized for discharges of stormwater runoff or other non-stormwater discharges 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,or are not considered to be a wastewater. Part II.G.of this general permit describes how an operator may apply for and obtain a waiver from permitting,for certain small construction activities that occur during a period with a low potential for erosion,where automatic authorization under this section is not available. Page i6 Construction General Permit TPDES General Permit TXRi5000o 2. Automatic Authorization For All Other Small Construction Activities: Operators of small construction activities not described in Part II.E.1.above maybe automatically authorized under this general permit,and operators of these sites shall not be required to submit an NOI,provided that they 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 for which the applicant is the operator,and implement that plan prior to commencing construction activities; (b) sign and certify a completed TCEQ small construction site notice,post the notice 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,prior to commencing construction,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);and (c) provide a copy of the signed and certified construction site notice to the operator of any municipal separate storm sewer system receiving the discharge prior to commencement of 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. As described in Part I(Definitions)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 for which the applicant is the operator,and implement that plan prior to commencing construction activities; (b) primary operators must submit an NOI,using a form provided by the executive director,at least seven(7)days prior to commencing construction activities,or if utilizing electronic submittal,prior to commencing construction activities. If an additional primary operator is added after the initial NOI is submitted,the new primary operator must submit an NOI at least seven(7)days before assuming operational control,or if utilizing electronic NOI submittal,prior to assuming operational control. If the primary operator changes after the initial NOI is submitted,the new primary operator must submit a paper NOI or an electronic NOI at least ten(io)days before assuming operational control; (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,and must be maintained in that location until completion of the construction activity(for linear construction activities,e.g.pipeline or highway,the site notice must be placed in a publicly accessible location near where construction is actively underway;notice for these linear sites may be relocated,as necessary,along the length of the project,and the notice must be safely and readily available for viewing by the general public;local,state,and federal authorities); Page 17 Construction General Permit TPDES General Permit TXR150000 (d) prior to commencing construction activities,all primary operators must(1)provide a copy of the signed NOI to the operator of any MS4 receiving the discharge and to any secondary construction operator,and(2)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 is required to submit an NOI,and the secondary operator has provided notification to the operator(s)of the need to obtain coverage(with records of notification available upon request). Any secondary operator notified under this provision may alternatively submit an NOI under this general permit,may seek coverage under an alternative TPDES individual permit,or may seek coverage under an alternative TPDES general permit if available;and (f) all secondary operators must provide a copy of the signed and certified Secondary Operator construction site notice to the operator of any MS4 receiving the discharge prior to commencement of construction activities. 4. Waivers for Small Construction Activities: Part II.G.describes how operators of certain small construction activities may obtain a waiver from coverage. 5. Effective Date of Coverage (a) Operators of small construction activities as described in either Part II.E.1.or II.E.2. above are authorized immediately following compliance with the applicable conditions of Part II.E.1.or II.E.2. Secondary operators of large construction activities as described in Part II.E.3.above are authorized immediately following compliance with the applicable conditions in Part II.E.3. For activities located in areas regulated by 3o TAC Chapter 213,related to the Edwards Aquifer,this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction may not commence for sites regulated under 3o TAC Chapter 213 until all applicable requirements of that rule are met. (b) Primary operators of large construction activities as described in Part II.E.3.above are provisionally authorized seven(7)days from the date that a completed NOI is postmarked for delivery to the TCEQ,unless otherwise notified by the executive director. If electronic submission of the NOI is provided,and unless otherwise notified by the executive director,primary operators are authorized immediately following confirmation of receipt of the NOI by the TCEQ. Authorization is non- provisional when the executive director finds the NOI is administratively complete and an authorization number is issued for the activity. 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 30 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 actions for any unpermitted activities that may have occurred between the time construction commenced and authorization was obtained. 6. Notice of Change(NOC) If relevant information provided in the NOI changes,an NOC must be submitted at least 14 days before the change occurs,if possible. Where 14-day advance notice is not possible,the operator must submit an NOC within 14 days of discovery of the change. If Page 18 Construction General Permit TPDES General Permit TXR150000 1 the operator becomes aware that it failed to submit any relevant facts or submitted incorrect information in an NOI,the correct information must be provided to the executive director 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 must also be provided to the operator of any MS4 receiving the discharge, and a list must be included in the SWP3 that includes the names and addresses of all MS4 operators receiving a'copy. Information that maybe included on an NOC includes,but is not limited to,the following: the description of the construction project,an increase in the number of acres disturbed(for increases of one or more acres),or the operator name..A transfer of operational control from one operator to another,including a transfer of the ownership of a company,may not be included in an NOC. A transfer of ownership of a company includes 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. 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 construction,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. Page 19 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 under this general permit must apply to terminate that authorization following the conditions described in this section of the general permit. Authorization must be terminated by submitting an NOT on a form supplied by the executive director. Authorization to discharge under this general permit terminates at midnight on the day the NOT is postmarked for delivery to the TCEQ. If electronic submission of the NOT is provided,authorization to discharge under this permit terminates immediately following confirmation of receipt of the NOT by the TCEQ. Compliance with the conditions and requirements of this permit is required until an NOT is submitted. 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 permittee; (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 was granted following submission of an NOI,the permittee's site- specific TPDES authorization number for the construction site; (b) an indication of whether the construction activity is completed 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. 3. Termination of Coverage for Small Construction Sites and for Secondary Operators at Large Construction Sites Each operator that has obtained automatic authorization and has not been required to submit an NOI must remove the site notice upon meeting any of the conditions listed below,complete the applicable portion of the site notice related to removal of the site notice,and 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),within 30 days of meeting any of the following conditions: Page 20 Construction General Permit TPDES General Permit TXR150000 (a) final stabilization has been achieved on all portions of the site that are the responsibility of the permittee; (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 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 Operational Control Coverage under this general permit is not transferable. A transfer of operational control includes 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. When the primary operator of a large construction activity changes or operational control is transferred,the original operator must submit an NOT within ten(10)days prior to the date that responsibility for operations terminates,and the new operator must submit an NOI at least ten(to)days prior to the transfer of operational control,in accordance with condition(a)or(b)below. A copy of the NOT must be provided to the operator of any MS4 receiving the discharge in accordance with Section II.F.1.above. Operators of regulated construction activities who are not required to submit an NOI 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 condition(a)or(b) below. A copy of the completed site notice must be provided to the operator of any MS4 receiving the discharge,in accordance with Section II.F.3.above. A transfer of operational control occurs when either of the following criteria is met: (a) Another operator has assumed control over all areas of the site that have not been finally stabilized;and 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 permitted operator has attempted to notify the new operator in writing of the requirement to obtain permit coverage. Record of this notification(or attempt at notification)shall be retained by the 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. (b)A homebuilder has purchased one or more lots from an operator who obtained coverage under this general permit for a common plan of development or sale. The homebuilder is considered a new operator and shall comply with the requirements listed above,including the development of a SWP3 if necessary. Under these circumstances,the homebuilder is only responsible for compliance with the general permit requirements as they apply to lot(s)it has operational control over,and the original operator remains responsible for common controls or discharges,and must amend its SWP3 to remove the lot(s)transferred to the homebuilder. Section G. Waivers from Coverage The executive director may waive the otherwise applicable requirements of this general permit for stormwater discharges from small construction activities under the terms and conditions described in this section. C Page 21 Construction General Permit TPDES General Permit TXR150000 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,where all of the following conditions are met. This waiver from coverage does not apply to non- stormwater discharges. The operator must insure that any non-stormwater discharges are either authorized under a separate permit or authorization,or are not considered to be a wastewater. (a) the calculated rainfall erosivity(R)factor for the entire period of the construction project is less than five(5); (b) the operator submits to the TCEQ a signed waiver certification form,supplied by the executive director,certifying that the construction activity will commence and be completed within a period when the value of the calculated R factor is less than five (5);and (c) the waiver certification form is postmarked for delivery to the TCEQ at least seven(7) days before construction activity begins or,if electronic filing is available,then any time following the receipt of written confirmation from TCEQ that a complete electronic application was submitted and acknowledged. 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 El 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. The waiver certification form is not required to be posted at the small construction site. 3. Effective Date of Waiver Operators of small construction activities are provisionally waived from the otherwise applicable requirements of this general permit seven(7)days from the date that a completed waiver certification form is postmarked for delivery to TCEQ,or immediately upon receiving confirmation of approval of an electronic submittal,if electronic form submittals are available. 4. Activities Extending Beyond the Waiver Period If a construction activity extends beyond the approved waiver period due to circumstances beyond the control of the operator,the operator must either: Page 22 Construction General Permit TPDES General Permit TXR15o000 (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 delineated in either Part II.E.2.or Part II.E.3.before the end of the approved waiver period. 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 should be submitted at least three hundred and thirty(330)days prior to commencement of construction activities to ensure timely authorization. 2. Individual Permit Required The executive director may suspend an authorization or deny an NOI in accordance with the procedures set forth in 3o TAC§205(relating to General Permits for Waste Discharges),inducing the requirement that the executive director provide written notice to the permittee. The executive director may require an operator of a construction site, otherwise eligible for authorization under this general permit,to apply for an individual TPDES permit in the following circumstances: (a) the conditions of an approved TMDL or TMDL I-Plan on the receiving water; (b) the activity being determined to cause a violation of water quality standards or being found to cause,or contribute to,the loss of a designated use of surface water in the state:and (c) any other consideration defined in 3o TAC Chapter 205(relating to General Permits for Waste Discharges)including 3o TAC Chapter 2o5.4(c)(3)(D),which allows the commission to deny authorization under the general permit and require an individual permit if a discharger"has been determined by the executive director to have been out of compliance with any rule,order,or permit of the commission,including non- payment of fees assessed by the executive director." Additionally,the executive director may cancel,revoke,or suspend authorization to discharge under this general permit based on a finding of historical and significant noncompliance with the provisions of this general permit,relating to 30 TAC§60.3(Use of Compliance History). Denial of authorization to discharge under this general permit or suspension of a permittee's authorization under this general permit shall be done according to commission rules in 3o TAC Chapter 205(relating to General Permits for Waste Discharges). 3. Alternative Discharge Authorization Any discharge eligible for authorization under this general permit may alternatively be authorized under a separate general permit according to 3o TAC Chapter 205(relating to General Permits for Waste Discharges),if applicable. Section I. Permit Expiration 1. This general permit is effective for a term not to exceed five(5)years.,All active discharge authorizations expire on the date provided on page one(1)of this permit. Following public notice and comment,as provided by 30 TAC§205.3(relating to Page 23 Construction General Permit TPDES General Permit TXR150000 Public Notice,Public Meetings,and Public Comment),the commission may amend, revoke,cancel,or renew this general 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 go 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 go 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.,including discharges to MS4s and privately owned separate storm sewer systems that drain to Waters of the U.S.,to identify and address potential sources of pollution that are reasonably expected to affect the quality of discharges from the construction site,including off-site material storage areas,overburden and stockpiles of dirt,borrow areas,equipment staging areas,vehicle repair areas,fueling areas, etc.,used solely by the permitted project. The SWP3 must describe the implementation of practices that will be used to minimize to the extent practicable the discharge of pollutants in stormwater associated with construction activity and non-stormwater discharges described in Part II.A.3.,in compliance with the terms and conditions of this permit. 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,permittees 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. 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 must independently obtain authorization,but may work together to prepare and implement a single,comprehensive SWP3 for the entire construction site. 1. The SWP3 must clearly list the name and,for large construction activities,the general permit authorization numbers,for each operator that participates in the shared SWP3. Until the TCEQ responds to receipt of the NOI with a general permit authorization number,the SWP3 must specify the date that the NOI was submitted to TCEQ by each operator. Each operator participating in the shared plan must also sign the SWP3. Page 24 Construction General Permit TPDES General Permit TXRi5o000 2. The SWP3 must clearly indicate which operator is responsible for satisfying each shared requirement of the SWP3. If the responsibility for satisfying a requirement is not described in the plan,then each permittee is entirely responsible for meeting the requirement within the boundaries of the construction site where they perform construction activities. The SWP3 must clearly describe responsibilities for meeting each requirement in shared or common areas. 3. The SWP3 may provide that one operator is responsible for preparation of a SWP3 in compliance with the CGP,and another operator is responsible for implementation of the SWP3 at the project site. Section B. Responsibilities of Operators 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 (111 , (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 the party with day-to-day operational control has not been authorized or has abandoned the site,the person with control over project specifications is considered to be the responsible party until the authority is transferred to another party and the SWP3 is updated. 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 portion s 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) includes,for areas where they have operational control over day-to-day activities,the name and site-specific TPDES authorization number of the parties with control over project specifications,including the ability to make modifications in specifications. Section C. Deadlines for SWP3 Preparation,Implementation,and Compliance The SWP3 must be prepared prior to obtaining authorization under this general permit, (.1.6\ and implemented prior to commencing construction activities that result in soil Page 25 Construction General Permit TPDES General Permit TXR150000 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 i. 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. A primary operator of a large construction activity must post the TCEQ site notice near the main entrance of the construction site. An operator of a small construction activity seeking authorization under this general permit and a secondary operator of a large construction activity must post the TCEQ site notice required in Part II.E.i., 2.,or 3.of this general permit in order to obtain authorization. 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. Notices for these linear sites may be relocated,as necessary,along the length of the project.The notices must be readily available for viewing by the general public;local,state,and federal authorities;and contain the following information: (a) the site-specific TPDES authorization number for the project if assigned; (b) the operator name,contact name, and contact phone number; (c) a brief description of the project; and (d)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 whenever 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 site operators,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 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. Page 26 Construction General Permit TPDES General Permit TXR150000 (41118 % 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 off-site material storage areas, overburden and stockpiles of dirt,and borrow areas that are authorized under the permittee's NOI; (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: (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 off-site activities, that are authorized under the permittee's NOI,including material,waste, borrow,fill,or equipment or chemical storage areas; (vi) surface waters(including wetlands)either at,adjacent,or in close proximity to the site,and also indicating those that are impaired waters; (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 acknowledgement certificate 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;and Page 27 Construction General Permit TPDES General Permit TXR150000 (m)locations of all pollutant-generating activities,such as 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. (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 site,compliant with the requirements of Part III.G.i and G.2 of this general permit,including a schedule of when the practices will be implemented.Site plans should ensure that existing vegetation 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.i 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 stabilization measures after construction activity temporarily or permanently ceased is precluded Page 28 Construction General Permit TPDES General Permit TXR150000 by snow cover or frozen ground conditions,stabilization measures must be initiated as soon as practicable. (B) In arid areas,semi-arid areas,or drought-stricken areas where the immediate initiation of stabilization measures after construction activity has temporarily or permanently ceased or is precluded by arid conditions,erosion control and stabilization measures must be initiated as soon as practicable. Where vegetative controls are not feasible due to arid conditions,the operator shall immediately install, and within 14 calendar days of a temporary or permanent cessation of work in any portion of the site complete,non-vegetative erosion controls. If non-vegetative controls are,not feasible,the operator shall install temporary sediment controls as required in Paragraph(C) below. (C) In areas where temporary stabilization measures 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 frequency established in Section III.F.7.(a)for unstabilized sites. (D) If the initiation or completion of vegetative stabilization is affected by circumstances beyond the control of the permittee,vegetative stabilization must be initiated or completed as soon as conditions or circumstances allow it on the site. The requirement to initiate stabilization is triggered as soon as it is known with reasonable certainty that work will be stopped for 14 or more additional calendar days. (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(io)or more acres disturbed at one time. A sedimentation basin may be temporary or permanent,and must provide sufficient storage to contain a calculated volume of runoff from a 2-year,24-hour storm from each disturbed acre drained. When calculating the volume of runoff from a 2-year,24-hour storm event,it is not required to include the flows from offsite areas and flow from onsite areas that are either undisturbed or have already undergone permanent stabilization,if these flows are diverted around both the disturbed areas of the site and the sediment basin.Capacity calculations shall be included in the SWP3. Page 29 Construction General Permit TPDES General Permit TXR150000 (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. (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(1o) 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 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 only responsible for the installation and maintenance of stormwater management measures prior to final stabilization of the site or prior to submission of an NOT. 4. Other Required Controls and BMPs (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. Page 30 Construction General Permit TPDES General Permit TXR150000 (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 from areas other than construction(such as stormwater discharges from dedicated asphalt plants and dedicated concrete batch plants),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. 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,the permittee determines that BMPs are not operating effectively,then the permittee shall perform maintenance as necessary to maintain the continued effectiveness 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 Page 31 Construction General Permit TPDES General Permit TXR1500o0 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 of the construction site that have not been finally stabilized,areas used for storage of materials that are exposed to precipitation,discharge locations,and structural controls for evidence of,or the potential for,pollutants entering the drainage system. Personnel conducting these inspections must be knowledgeable of this general permit,familiar with the construction site,and knowledgeable of the SWP3 for the site. Sediment and erosion control measures identified in the SWP3 must be inspected to ensure that they are operating correctly. Locations where vehicles enter or exit the site must be inspected for evidence of off-site sediment tracking. Inspections 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. Where sites have been finally or temporarily stabilized or where runoff is unlikely due to winter conditions(e.g.site is covered with snow,ice,or frozen ground exists),inspections must be conducted at least once every month. 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 winter or drought conditions resulting in monthly frequency of inspections. As an alternative to the above-described inspection schedule of once every 14 calendar days and within 24 hours of a storm event of 0.5 inches or greater,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. The inspections may occur on either schedule provided that the SWP3 reflects the current schedule and that any changes to the schedule are conducted in accordance with the following provisions: the schedule maybe 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 must be documented in the SWP3(e.g.,end of"dry"season and beginning of"wet" season). (b) 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. Inspection of these areas could require that vehicles compromise temporarily or even permanently stabilized areas,cause additional disturbance of soils,and 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 o.5 inches or greater,but representative inspections may be performed. For representative inspections,personnel must inspect controls along the construction site for 0.25 mile above and below each access point where a roadway,undisturbed right-of-way,or other similar feature intersects the construction site and allows access to the areas described in Part III.F.7.(a) Page 32 Construction General Permit TPDES General Permit TXR150000 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 0.25 mile inspected portion,or to the end of the project,whichever occurs first. As an alternative to the above-described inspection schedule of once every 14 calendar days and within 24 hours of a storm event of o.5 inches or greater,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. The inspections may occur on either schedule provided that the SWP3 reflects the current schedule and that any changes to the schedule are conducted in accordance with the following provisions: the schedule may 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 must be documented in the SWP3(e.g., end of"dry"season and beginning of"wet"season). (c) 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. (d) 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 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. (1.11*\ (e) A report summarizing the scope of the inspection,the date(s)of the inspection, and major observations relating to the implementation of the SWP3 must be made and retained as part of the SWP3. Major observations should include: The locations of discharges of sediment or other pollutants from the site; 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. 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 signed by the person and in the manner required by 3o TAC§305.128(relating to Signatories to Reports). 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. 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. 10. The SWP3 must include pollution prevention procedures that comply with Part III.G.4 of this general permit: C Page 33 Construction General Permit TPDES General Permit TXR1500o0 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; (b) If any stormwater flow will be channelized at the site,stormwater controls must be designed to control both peak flowrates and total stormwater volume to minimize erosion at outlets and to minimize downstream channel and streambank erosion; (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, provide and maintain appropriate natural buffers if feasible and as necessary, around surface waters,depending on site-specific topography,sensitivity,and proximity to water bodies. Direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration. If providing buffers is infeasible, the permittee shall document the reason that natural buffers are not feasible,and shall implement additional erosion and sediment controls to reduce sediment load; (g) Preserve native topsoil at the site,unless infeasible; and (h) Minimize soil compaction in post-construction pervious areas. In areas of the construction site where final vegetative stabilization will occur or where infiltration practices will be installed,either: (1) restrict vehicle and equipment use to avoid soil compaction;or (2) 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; (i) TCEQ does not consider stormwater control features(e.g.,stormwater conveyance channels,storm drain inlets,sediment basins)to constitute"surface waters"for the purposes of triggering the buffer requirement in Part III.G.(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 Page 34 Construction General Permit TPDES General Permit TXR150000 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. 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;and (c) 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: (a) Wastewater from wash out of concrete trucks,unless managed by an appropriate control(see Part V of the general permit); (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;and (d) Soaps or solvents used in vehicle and equipment washing. 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 at regulated construction sites 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. If discharges of stormwater runoff from concrete batch plants are not covered under this general permit, then discharges must be authorized under an alternative general permit or individual permit. 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 Page 35 Construction General Permit TPDES General Permit TXR150000 of this section of this general permit,and must conduct evaluations on the r") effectiveness of the SWP3 based on the following benchmark monitoring values: Table 1.Benchmark Parameters Benchmark Benchmark Value Sampling Sample Type Parameter Frequency Oil and Grease 15 mg/L i/quarter(*i.) (*2) Grab(*3) Total Suspended 100 mg/L 1/quarter(*1) (*2) Grab(*3) Solids pH 6.0—9.o Standard 1/quarter(*1) (*2) Grab(*3) Units Total Iron 1.3 mg/L 1/quarter(*1) (*2) Grab(*3) (*1) When discharge occurs. Sampling is required within the first 30 minutes of discharge. If it is not practicable to take the sample,or to complete the sampling,within the first 3o minutes,sampling must be completed within the first hour of discharge. If sampling is not completed within the first 30 minutes of discharge,the reason must be documented and attached to all required reports and records of the sampling activity. (*2) 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. (*3) A grab sample shall be collected from the stormwater discharge resulting from a storm event that is at least o.1 inches of measured precipitation that occurs at least 72 hours from the previously measurable storm event. The sample shall be collected downstream of the concrete batch plant,and where the discharge exits any BMPs utilized to handle the runoff from the batch plant,prior to commingling with any other water authorized under this general permit. 2. The permittee must compare the results of sample analyses to the benchmark values above,and must include this comparison in the overall assessment of the SWP3's effectiveness. Analytical results that exceed a benchmark value are not a violation of this permit,as these values are not numeric effluent limitations. Results of analyses are indicators that modifications of the SWP3 should be assessed and 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. Page 36 Construction General Permit TPDES General Permit TXRi500o0 (1.11'\ 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 runon 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. 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(including,but not limited to Part III.F.7.of this permit): 1. Description of Potential Pollutant Sources-The SWP3 must provide a description of potential sources(activities and materials)that may reasonably be expected to affect the quality of stormwater discharges associated with concrete batch plants authorized under this permit. The SWP3 must describe practices that that will be used to reduce the pollutants in these discharges to assure compliance with 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; (2) a depiction of the drainage area and the direction of flow to the outfall(s); (3) structural controls used within the drainage area(s); (4) 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 (5) 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. ()) 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 Page 37 Construction General Permit TPDES General Permit TXR1500o0 affect the quality of stormwater discharges associated with concrete batch plants that are authorized under this general permit. (c) Spills and Leaks-A list of significant spills and leaks of toxic or hazardous pollutants that occurred in areas exposed to stormwater and that drain to stormwater outfalls associated with concrete batch plants authorized under this general permit must be developed,maintained,and updated as needed. (d) Sampling Data-A summary of existing stormwater discharge sampling data must be maintained,if available. 2. Measures and Controls-The SWP3 must include a description of management controls to regulate pollutants identified in the SWP3's"Description of Potential Pollutant Sources"from Part W.B.1.(a)of this permit, and a schedule for implementation of the measures and controls. This must include,at a minimum: (a) Good Housekeeping-Good housekeeping measures must be developed and implemented in the area(s)associated with concrete batch plants. (1) 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. (2) 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.The inspection frequency must be specified in the SWP3 based upon a consideration of the level of concrete production at the facility,but must be a minimum of once per month while the facility is in operation.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 Page 38 Construction General Permit TPDES General Permit TXR150000 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. 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 rik`l 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.1., "Description of Potential Pollutant Sources");and pollution prevention measures and controls identified in the SWP3(as required in Part IV.B.2., "Measures and Controls"). The revisions may include a schedule for implementing the necessary changes. (c) The permittee shall prepare and include in the SWP3 a report summarizing the scope of the evaluation,the personnel making the evaluation,the date(s)of the evaluation,major observations relating to the implementation of the SWP3,and actions taken in response to the findings of the evaluation. The report must identify any incidents of noncompliance. Where the report does not identify incidences of noncompliance,the report must contain a statement that the evaluation did not identify any incidence(s),and the report must be signed according to 3o TAC§305.128,relating to Signatories to Reports. (d) The Comprehensive Compliance Evaluation may substitute for one of the required inspections delineated in Part IV.B.2.(c)of this general permit. Section C. Prohibition of Wastewater Discharges Wastewater discharges associated with concrete production including wastewater disposal by land application are not authorized under this general permit. These wastewater discharges must be authorized under an alternative 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 (17, requirements of Part V of this general permit. Page 39 Construction General Permit TPDES General Permit TXR150000 Part V. Concrete Truck Wash Out Requirements This general permit authorizes the wash out of concrete trucks at construction sites regulated under Sections II.E.1.,2.,and 3.of this general permit,provided the following requirements are met. Authorization is limited to the land disposal of wash out water from concrete trucks. Any other direct discharge of concrete production waste water must be authorized under a separate TCEQ general permit or individual permit. 1. Direct discharge of concrete truck wash out water to surface water in the state, including discharge to storm sewers,is prohibited by this general permit. 2. Concrete truck wash out water shall be discharged to areas at the construction site where structural controls have been established to prevent direct discharge to surface waters,or to areas that have a minimal slope that allow infiltration and filtering of wash out water to prevent direct discharge to surface waters. 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. 3. Wash out of concrete trucks during rainfall events shall be minimized. The direct 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. 4. The discharge of wash out water must not cause or contribute to groundwater contamination. 5. 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 by Part II.E.3. 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: 1. A copy of the SWP3; 2. All reports and actions required by this permit,including a copy of the construction site notice; 3. All data used to complete the NOI,if an NOI is required for coverage under this general permit;and 4. 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 1. 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,and is grounds for enforcement action,for terminating,revoking,or denying coverage under this general permit,or for requiring a discharger to apply for and obtain an individual TPDES permit. 2. Authorization under this general permit may be suspended or revoked for cause. 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 revoking,suspending,or Page 4o Construction General Permit TPDES General Permit TXR150000 (11"^\, terminating authorization under this permit. 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. 3. 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. 4. Inspection and entry shall be allowed under TWC Chapters 26-28,Texas Health and Safety Code§§361.o32-361.033 and 361.037,and 40 CFR§122.41(i).The statement in TWC§26.014 that commission entry of a facility shall occur according to an establishment's rules and regulations concerning safety,internal security,and fire protection is not grounds for denial or restriction of entry to any part of the facility or site,but merely describes the commission's duty to observe appropriate rules and regulations during an inspection. 5. 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: (a) 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); (b) 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 (11111 (c) knowingly violating§303 of the federal CWA,and placing another person in imminent danger of death or serious bodily injury. 6. 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). 7. Authorization under this general permit does not convey property or water rights of any sort and does not grant any exclusive privilege. 8. 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. 9. The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control(and related appurtenances)which 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 which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of the permit. 10. The permittee shall comply with the reporting requirements in 4o CFR§122.41(1),as applicable. Part VIII. Fees 1. A fee of must be submitted along with the NOI: (a) $325 if submitting a paper NOI,or (b) $225 if submitting an NOI electronically. Page 41 Construction General Permit TPDES General Permit TXRi50000 2. 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. 3. 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 42 Construction General Permit TPDES General Permit TXR150000 Appendix A: Automatic Authorization Periods of Low Erosion Potential by County—Eligible Date Ranges Andrews: Nov. -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. -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. -Apr.30 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. -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. -Apr.30 Castro: Nov.15-Apr.30 Glasscock: Nov.15-Apr.30 Childress: Dec.15-Feb.14 Hale: Nov.15-Apr.30 Cochran: Nov.1-Apr.30,or Nov.15- Hall: Feb.1-Mar.30 May 14 Hanford: Nov. -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. -Apr.30 Mar.3o Irion: Dec.15-Feb.14 Crosby: Nov. -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. -Apr. Jones: Dec. -Feb.14 30 Kent: Nov.15-Jan.14 or Feb.1-Mar.30 Dawson: Nov. -Apr.3o Kerr: Dec.15-Feb.14 Deaf Smith: Nov. -Apr.30 Kimble: Dec. -Feb.14 Dickens: Nov. -Jan.14,or Feb.1-Mar. 30 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. -Apr. Eastland: Dec.15-Feb.14 30 Page 43 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.30 Sherman: Nov.15-Apr.30 Lynn: Nov. 15 Apr.3o Stephens: Dec. -Feb.14 Martin: Nov.15-Apr.30 Sterling: Nov.15-Apr.30 Mason: Dec. -Feb.14 Stonewall: Dec.15-Feb.14 Maverick: Dec. -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. -Apr.30 Mitchell: Nov.15-Apr.30 Terry: Nov. 15-Apr.30 Moore: Nov.15-Apr.3o Throckmorton: Dec. -Feb.14 Motley: Nov.15-Jan. 14,or Feb. 1-Mar. 30 Tom Green: Dec. -Feb.14 Nolan: Dec.15-Feb.14 Upton: Nov.15-Apr.30 Oldham: Nov.15-Apr.30 Uvalde: Dec.15-Feb.14 Parmer: Nov.1-Apr.14,or Nov.15-Apr. Val Verde: Nov. 15-Jan.14,or Feb. - Mar.30 30 Pecos: Nov.15-Apr.3o Ward: Nov.1-Apr.14,or Nov. -Apr. 30 Potter: Nov. -Apr.3o Wichita: Dec. -Feb.14 Presidio: Nov.1-Apr.30,or Nov. - 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.30 Yoakum: Nov.1-Apr.30,or Nov.15- Real: Dec. -Feb.14 May 14 Reeves: Nov.1-Apr.30,or Nov. 15-May Young: Dec.15-Feb.14 14 Wheeler: Jan.1-Mar.30,or Dec.1-Feb. Runnels: Dec.15-Feb.14 28 Schleicher: Dec. 15-Feb.14 Zavala: Dec.15-Feb.14 Page 44 Construction General Permit TPDES General Permit TXRiS0000 CI) Appendix B: Erosivity Index(EI)Zones in Texas �- m A •ara r a ° i� r Y a t is r .!!Yri'm m as a''.;:-, t®YfR[ ' t eta,*: mtz�tcai a -' a® a n g,•t .� a as �:• u•i _ - aig mt'� !: as w�.rc Y -- $ a s.a r r 4m-, :: : -tee t Mz'a 4: y` S° *dmt�1=it a' .,; m,�" %» - i z�z a ,r r.i• e a 'r''t ..s.■ w a. , t 8,�� a Pk ,7a - aac sc saG a x s'x y, : r' }m;a a r_as ma! �:ifl mv�-r ra ' y z �5 � i. 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' ` 3; €: ; r 'a '•,.�z x 'i a 6 a boa Adapted from Chapter 2 of USDAAgrzculture Handbook 703:`Predicting Soil Erosion by Water:A Guide to Conservation Planning With the Revised Universal Soil Loss Equation(RUBLE),"U.S.Department of Agriculture,Agricultural Research Service Page 45 Construction General Permit TPDES General Permit TXR150000 Appendix C: Isoerodent Map7 W1irit - ! 5_ BBti att TAtaiK114.Lq114 4 ir avail!'iseporly Ara, %NV e 4 oktio;.,'.m---404#14, kifilocafi i 'lillam , 1: 'illar vibt m= Midi ISM ,, .:ii , ,,,-;.,-2,.„,':iiiitrilfai,12,4, I, 44#1korto Ilvoir,,,,,. � �a ill to Mil toll wilidiNaPrie FP' ----illw6 girl* ;�` Ft -.1,0,,,,,:J i',410440,41? ---._7.0, 20 w. IOW , I i , araillifew,4„,y41, 411,01-. , , ,, fix . .ilpsettflirmiatiatt4144114417410114$41''''tgo, 1k 40 it Tit 4/ ,00.1,10$7,..: ..., 44- -i 1.,:s..ii!efmalifiersteeriall?, 4:14 20 - Ifni, ,, ., ,_ , I - 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(R USLE),"U.S.Department of Agriculture,Agricultural Research Service n Page 46 Construction General Permit TPDES General Permit TXR3.50000 Appendix D: Erosivity Indices for EI Zones in Texas Periods: El* 1/1 1/16 1/31 2/15 _3/1 3/i6 3/31 4/15 4/30 5/15 5/30 6/14 6/29 7/14 7/29 8/13 18/28 9/12 9/27 10/1210/2711/11 11/26 12/11 12/31 89 0 1 1 2 3 4 7 2 8 27 3• 8 48 55 62 69 76 83 90 94 9• 7 9• 8 99 100 too 1100 90 0 1 2 3. 4 6 8 -13 21 29 37 46 54 6o .65 69 74 81 87 9• 2 9• 5 97 98 99 100 91 0 0 0 or 1 1 1 2 6 16 - 2• 9 39 46 53 60 67 74 81 88 95 9• 9 99 100 100 100 92 0 0 0 0 1 1 1 2 ' 6 16 29 39 46 53 60 67 74 81 88 95 9• 9 99 100 100 100 93 0 1 1 2 3 4 6 8 13 25 4• 0 49 56 62 67 72 76 8o 85 91 9• 7 98 99 99 100 94 0 1 2 4 6 8 10 15 21 29 3• 8 47 53 57 61 65 7o 76 83 88 91 94 96 98 100 95 0 1 3 5 I 7 9 11 14 18 27 r 3• 5 41 46 51 57 62 68 73 79 84 189 93 96 98 100 96 0 2 4 6 9 12 17 23 30 37 43 49 54 58 62 66 7o 74 78 82 86 90 94 97 100 97 0 1 3 5 7 10 14 20 28 37 48 56 61 64 68 72 T7 81 86 89 92 95 98 99 100 106 0 3 6 9 13 17 21 27 33 38 44 49 55 61 67 71 75 78 81 8• 4 8• 6 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 1.1 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 Clib" (1111 Page 47 TCEQ Office Use Only Permit No.: RN: CN: Region: (..") 11 Imr TCEQ Notice of Intent (NOI) for Stormvvater Discharges Associated with Construction Activity under TPDES General Permit (TXR150000) IMPORTANT: • Use the INSTRUCTIONS to fill out each question in this.form. • Use the CHECKLIST to make certain all you filled out all required information. Incomplete applications WILL delay approval or result in automatic denial. • Once processed your permit can be viewed at: http://www2.tceq.texas.gov/wq dpa/index.cfm ePERMITS: Sign up now for online NOI: https://wwwn.tceq.texas.gov/steers/index.cfm Pay a$225 reduced application fee by using ePermits. APPLICATION FEE: • You must pay the$325 Application Fee to TCEQ for the paper application to be complete. • Payment and NOI must be mailed to separate addresses. ^� • Did you know you can pay on line? l • Go to https://www3.tceq.texas.gov/epay/index.cfm • Select Fee Type: GENERAL PERMIT CONSTRUCTION STORM WATER DISCHARGE NOI APPLICATION • Provide your payment information below,for verification of payment: ❑Mailed Check/Money Order No.: Name Printed on Check: ❑EPAY Voucher No.: Is the Payment Voucher copy attached? ❑Yes RENEWAL: Is this NOI a Renewal of an existing General Permit Authorization? (Note:A permit cannot be renewed after June 3, 2013.) ❑Yes The Permit number is:TXR15 (If a permit number is not provided, a new number will be assigned.) ❑No 1) OPERATOR(A. elicant) a) If the applicant is currently a customer with TCEQ,what is the Customer Number(CN) issued to this entity? You may search for your CN at: http://wwwi 2.tceq.texas.gov/crpub/index.cfm?fuseaction=cust.CustSearch CN TCEQ 20022(03/05/2013) Page i 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 name and title of the person signing the application? The person must be an executive official meeting signatory requirements in TAC 305.44(a)• Prefix(Mr.Ms.Miss): First/Last Name: Suffix: Title: . Credential: d) What is the Operator Contact's(Responsible Authority)contact information and mailing address as recognized by the US Postal Service(USPS)? You may verify the address at: http://zip4.usps.com/zip4/welcome.jsp Phone#: ext: Fax#: E-mail: Mailing Address: Internal Routing(Mail Code,Etc.): City: State: ZIP Code: If outside USA: Territory: Country Code: Postal Code: e) Indicate the type of Customer(The instructions will help determine your customer type): ❑Individual ❑Limited Partnership 0 Sole Proprietorship-DBA ❑Joint Venture ❑General Partnership ❑Corporation ❑Trust ❑Estate ❑Federal Government 0 State Government CI Government ❑City Government CI Other Government f) Independent Operator? ❑Yes ❑No (If governmental entity, subsidiary,or part of a larger corporation,check"No".) g) Number of Employees: ❑0-20; ❑21-100; 0101-250; ❑251-500;or ❑501 or higher h) Customer Business Tax and Filing Numbers: (REQUIRED for Corporations and Limited Partnerships. Not Required for Individuals, Government,or Sole Proprietors) State Franchise Tax ID Number: Federal Tax ID: Texas Secretary of State Charter(filing)Number: DUNS Number(if known): 2) APPLICATION CONTACT If TCEQ needs additional information regarding this application,who should be contacted? Is the application contact the same as the applicant identified above? ❑Yes,go to Section 3). ❑No,complete section below. Prefix(Mr.Ms.Miss): First/Last Name: Suffix: Title: Credential: TCEQ 20022(03/05/2013) Page 2 Organization Name: r) Phone No.: ext: Fax Number: E-mail: Mailing Address: Internal Routing(Mail Code, Etc.): City: State: ZIP Code: Mailing Information if outside USA: Territory: Country Code: Postal Code: 3) REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE If the site of your business is part of a larger business site or if other businesses were located at this site before yours,a Regulated Entity Number(RN)may already be assigned for the larger site. Use the RN assigned for the larger site. Search TCEQ's Central Registry to see if the larger site may already be registered as a regulated site at: http://wwwl2.tceq.texas.gov/crpub/index.cfm?fiuseaction=regent.RNSearch. If the site is found, provide the assigned Regulated Entity Reference Number and provide the information for the site to be authorized through this application below. The site information for this authorization may vary from the larger site information. a) TCEQ issued RE Reference Number(RN): RN b) Name of project or site(the name known by the community where located): c) In your own words,briefly describe the primary business of the Regulated Entity: (Do not repeat the SIC and NAICS code): d) County(or counties if> 1) e) Latitude: Longitude: f) Does the site have a physical address? ❑Yes,complete Section A for a physical address. ❑No,complete Section B for site location information. Section A Enter the physical address for the site Verify the address with USPS. If the address is not recognized as a delivery address,provide the address as identified for overnight mail delivery, gii emergency or other online map tools to confirm an address. Physical Address of Project or Site: Street Number: Street Name: City: State: Texas ZIP Code: TCEQ 20022(03/05/2013) Page 3 rh\ SectionB Enter the site location information If no physical address (Street Number&Street Name),provide a written location access description to the site. (Ex.: located 2 miles west from intersection of Hwy 290&IH35 accessible on Hwy 290 South) City where the site is located or,if not in a city,what is the nearest city: State: Texas ZIP Code where the site is located: 4) GENERAL CHARACTERISTICS a) Is the project/site located on Indian Country Lands? ❑Yes-If the answer is Yes,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? ❑Yes-If the answer is Yes,you may be under jurisdiction of the Railroad Commission of Texas and may need to obtain authorization through EPA,Region 6. ❑ No c) What is the Primary Standard Industrial Classification(SIC) Code that best describes the construction activity being conducted at the site? Primary SIC Code: d) If applicable,what is the Secondary SIC Code(s): e) What is the total number of acres disturbed? f) Is the project site part of a larger common plan of development or sale? ❑ Yes-If the answer is Yes,the total number of acres disturbed can be less than 5 acres. ❑ No -If the answer is No,the total number of acres disturbed must be 5 or more. If the total number of acres disturbed is less than 5 then the project site does not qualify for coverage through this Notice of Intent. Coverage will be denied. See the requirements in the general permit for small construction sites. g) What is the name of the first water body(s)to receive the stormwater runoff or potential runoff from the site? h) What is the segment number(s) of the classified water body(s)that the discharge will eventually reach? (111117' TCEQ 20022(03/05/2013) Page 4 i) Is the discharge into an MS4? ❑ Yes-If the answer is Yes,provide the name of the MS4 operator below. ❑ No If Yes,provide the name of the MS4 operator: Note: The general permit requires you to send a copy of the NOI to the MS4 operator. j) Are any of the surface water bodies receiving discharges from the construction site on the latest EPA-approved CWA 3o3(d) List of impaired waters? ❑Yes-Tithe answer is Yes,provide the name(s)of the impaired water body(s)below. ❑ No If Yes,provide the name(s)of the impaired water body(s): k) Is the discharge or potential discharge 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-If the answer is Yes,complete certification below by checking"Yes." ❑ No I certify that a copy of the TCEQ approved Plan required by the Edwards Aquifer Rule (3o TAC Chapter 213)is either included or referenced in the Stormwater Pollution Prevention Plan. ❑ Yes TCEQ 20022(03/05/2013) Page 5 5) CERTIFICATION Check Yes to the certifications below. Failure to indicate Yes to ALL items may result in denial of coverage under the general permit. a) I certify that I have obtained a copy and understand the terms and condition s 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. El Yes d) I certify that a Stormwater Pollution Prevention Plan has been developed,will be implemented prior to construction and to the best of my knowledge and belief is compliant with any applicable local sediment and erosion control plans,as required in the general permit TXRI50000. 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. ❑Yes Operator Certification Typed or printed name Title 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 3o Texas Administrative Code 305.44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Signature: Date: (Use blue ink) Climb\ TCEQ 20022(03/05/2013) Page 6 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. This checklist is for use by the operator to ensure a complete application. Missing information may result in denial of coverage under the general permit. (See NOI process description in the Instructions) Application JE If paying by Check: n Check was mailed separately to the TCEQs Cashier's Office. (See Instructions for Cashier's address and Application address.) 0 Check number and name on check is provided in this application. If using ePay: The voucher number is provided in this application or a copy of the voucher is attached. PERMIT NUMBER: El Permit number provided—if this application is for renewal of an existing authorization. OPERATOR INFORMATION Confirm each item is complete: 0 Customer Number(CN)issued by TCEQ Central Registry n Legal name as filed to do business in Texas (Call TX SOS 512/463-5555) n Name and title of responsible authority signing the application 0 Mailing address is complete&verifiable with USPS. www.usps.com 0 Phone numbers/e-mail address 0 Type of operator(entity type) 0 Independent operator 0 Number of employees n For corporations or limited partnerships—Tax ID and SOS filing numbers n Application contact and address is complete&verifiable with USPS.http://www.usps.com REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE, Confirm each item is complete 0 Regulated Entity Reference Number(RN)(if site is already regulated by TCEQ) El Site/project name/regulated entity 0 Latitude and longitude hltp://www.tceq.texas.gov/gis/sgmaview.html El County n Site/project physical address. Do not use a rural route or post office box. n Business description GENERAL CHARACTERISTICS'-'Confirm each item is complete ,, a;:' 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 n Standard Industrial Classification(SIC) Code www.osha.gov/oshstats/sicser.html 0 Acres disturbed is provided and qualifies for coverage through a NOI 0 Common plan of development or sale 0 Receiving water body(s) 0 Segment number(s) 0 Impaired water body(s) 0 MS4 operator El Edwards Aquifer rule CERTIFICATION El Certification statements have been checked indicating"Yes" El Signature meets 3o Texas Administrative Code(TAC)305.44 and is original. TCEQ-2oo22 Checklist(03/05/2013) Page i (..6\ Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity under TPDES General Permit (TXR150000) General Information and Instructions GENERAL INFORMATION Where to Send the Notice of I to t'(NO) � ..: J BY REGULAR U.S.MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Texas Commission on Environmental Quality Environmental Quality Stormwater Processing Center Stormwater Processing Center (MC228) (MC228) P.O. Box 13087 12100 Park 35 Circle Austin,Texas 78711-3087 Austin,TX 78753 Contact List Application—status and formquestions: 12 2 PP 5 / 39-3700,swpermit@tceq.texas.gov Technical questions: 512/239-4671,swgp@tceq.texas.gov Environmental Law Division: 512/239-060o Records Management-obtain copies of forms: 512/239-090o Reports from databases(as available): 512/239-DATA(3282) Cashier's office: 512/239-0357 or 512/239-0187 Whenyour NOI is received bytheprogram,the form ws:will be'processed as follows. i) 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(s)on the form must be verified with the US Postal service as receiving regular mail delivery. Never give an overnight/express mailing address. 2) 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 3o days to respond to the NOD. The response will be reviewed for.completeness. 3) 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 Per rut.(I'onr Permit x 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. TCEQ-2oo22 Instructions(03/05/2013) Page i 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 key word TXRi50000. ;General Periut Forms _ _ _ The Notice of Intent(NOI),Notice of Termination(NOT),and Notice of Change(NOC) (including instructions) are available in Adobe Acrobat PDF format on the TCEQ web site http://www.tceq.texas.gov. Change in Oprerator, amu._ .W _ 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 no later than 10 days prior to the change in Operator status. TCEQ Central Registry Core Data Form m _ 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. You can find the information on the Central Registry web site at http://wwwl2.tceq.texas.gov/crpub/index.cfm. You can search by the Regulated Entity(RN), Customer Number(CN)or Name(Permittee),or by your permit number under the search field labeled"Additional ID". Capitalize all letters in the permit number. 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 General Permits, a Notice of Change form must be submitted to the program area. [Fe ociated with a General Fermit es'as�,�_ s _ Payment of the fee may be made by check or money order,payable to TCEQ,or th- rough EPAY (electronic payment through the web). Application Fee: This fee 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. Mailed Payments Payment must be mailed under separate cover at one of the addresses below using the attached Application Fee submittal form. (DO NOT SEND A COPY OF THE NOI WITH THE APPLICATION FEE SUBMITTAL FORM) BY REGULAR U.S.MAIL BY OVERNIGHT/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 TCEQ-2oo22 Instructions(03/05/2013) Page 2 cPAY Electronic Payment:hill ://www.tceq texas.gov/epay : When making the payment you must select Water Quality,and then select the fee category "General Permit Construction Storm Water Discharge NOI Application". You must include a copy of the payment voucher with your NOI. Your NOI will not be considered complete without the payment voucher. INSTRUCTIONS FOR FILLING OUT THE NOI FORM Renewal of General Permit. Dischargers holding active authorizations under the expired General Permit are required to submit a NOI to continue coverage. The existing permit number is required. If the permit number is not provided or has been terminated,expired,or denied a new permit number will be issued. Operator(Applicant) a)Enter assigned 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 this customer has not been assigned a CN,leave the space for the CN blank. If this customer has already been assigned this number,enter the permittee's CN. b)Legal Name Provide the current legal name of the permittee,as authorized to do business in Texas.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. If filed in the county where doing business,provide a copy of the legal documents showing the legal name. c) Person Signing Application Provide information about person signing section 5)Certification. d) Operator Contact's (Responsible Authority)Contact,Information and Mailing Address Provide a complete mailing address for receiving mail from the TCEQ.The address must be verifiable with the US Postal Service at http://www.usps.com for regular mail delivery(not overnight express mail).If you find that the address is not verifiable using the USPS web search, please indicate the address is used by the USPS for regular mail delivery. The area code and phone number should provide contact to the operator.Leave Extension blank if not applicable. The fax number and e-mail address are optional and should correspond to the operator. e)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 a permit,registration or authorization. (1.1b\ TCEQ-2oo22 Instructions(03/05/2013) Page 3 Sole Proprietorship—DBA A sole proprietorship is a customer that is owned by only one person and has not been incorporated. This business may: • be under the person's name • have its own name(doing business as or d.b.a.) • 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). 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).A Limited Partnership or Limited Liability Partnership (Partnership)is required to file with the Texas Secretary of State.A General Partnership or Joint Venture is not required to register with the state. • Partnership (Limited Partnership or Limited Liability Partnership):A limited partnership is defined in the Act as a partnership formed by two or more persons under the provisions of Section 3 of the Uniform Limited Partnership Act (Art. 6132a,Revised Civil Statutes of Texas) and having as members one or more general partners and one or more limited partners.The limited partners as such are not bound by the obligations of the partnership. Limited partners may not take part in the day-to-day operations of the business.A Limited Partnership must file with the Texas Secretary of State.A registered limited liability partnership is a general or limited partnership that is registered with the Texas Secretary of State.The partnership's name must contain the words"Registered Limited Liability Partnership"or the abbreviation"L.L.P."as the last words or letters of its name. • General Partnership:A general partner may or may not invest,participates in running the partnership and is liable for all acts and debts of the partnership and any member of it.A General Partnership does not have limited partners. For a General Partnership,there is no registration with the state or even written agreement necessary for a general partnership to be formed.The legal definition of a partnership is generally stated as"an association of two or more persons to carry on as co-owners a business for profit"(Revised Uniform Partnership Act§ 101[1994]). • Joint Venture:A joint venture is but another name for a special partnership.It might be distinguished from a general partnership in that the latter is formed for the transaction of a general business,while a joint venture is usually limited to a single transaction.That is,a joint venture is a special combination of persons in the nature of a partnership engaged in the joint prosecution of a particular transaction for mutual benefit or profit. Corporation A customer meets all of these conditions: • is a legally incorporated entity under the laws of any state or country • is recognized as a corporation by the Texas Secretary of State TCEQ-2oo22 Instructions(03/o5/2013) Page 4 (111 \ • 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 should not be included as a part of the`legal name'as applicant. Trust or Estate A trust and an estate are fiduciary relationships governing the trustee/executor with respect to the trust/estate property. Other Government A utility district,water district,tribal government,college district,council of governments,or river authority.Write in the specific type of government. f)Independent Entity Check No if this customer is a subsidiary,part of a larger company,or is a governmental entity. Otherwise,check Yes. g)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. h)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 this number here. 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. (11"\. TCEQ-2oo22 Instructions(03/05/2013) Page 5 2=APPLICATION CONTACT Provide the name,title and communication information of the person that TCEQ can contact for additional information regarding this application. 3. REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE a) Regulated Entity Reference Number(RN) A number issued by TCEQ's Central Registry to sites (a location where a regulated activity occurs)regulated by TCEQ.This is not a permit number,registration number,or license number. 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,a Regulated Entity Number(RN)may already be assigned for the larger site. Use the RN assigned for the larger site. Search TCEQ's Central Registry to see if the larger site may already be registered as a regulated site at: hap://wwwl2.tceq.texas.gov/crpub/index.cflli?fuseaction=regent.RNSearch If the site is found,provide the assigned Regulated Entity Reference Number(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. b) Site/Project Name/Regulated Entity Provide the name of the site 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 Identify the county or counties in which the regulated entity is located. 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 or http://nationalmap.gov/ustopo f) Site/Project(RE) Physical Address/Location Information Enter the complete address for the site in Section A if the address can be validated through the US Postal Service. 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. n TCEQ-2oo22 Instructions(03/05/2o13) Page 6 If a site does not have an address that includes a street(or house)number and street name, enter NO ADDRESS for the street name in Section A. In Section B provide a complete written location description. For example: "The site is located 2 miles west from intersection of Hwy 290&IH35,located on the southwest corner of the Hwy 290 South bound lane." Provide the city(or nearest city) and zip code of the facility location. 4 r 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 and may need to obtain authorization from EPA Region 6. For more information,see: http://info.sos.state.tx.us/pls/pubjreadtac$ext.TacPage?s1=R&app=9&p dir=&p rloc=&p tlo c=&p ploc=&pg=i&p tac=&ti=16&pt=1&ch=n&r1=no 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 refming and at which refined products are stored solely for use at the facility; a 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 Railroad Commission's jurisdiction must be authorized by the EPA and the Railroad Commission of Texas,as applicable.Activities under Railroad Commission of Texas 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 Railroad Commission of Texas; 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 Railroad Commission of Texas 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 Railroad Commission of Texas. 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 Railroad TCEQ-2oo22 Instructions(03/05/2o13) Page 7 Commission of Texas 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. 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 Bldgs.Other than Single Family Homes • 1541-Construction of Industrial Bldgs.and Warehouses • 1542-Construction of Non-residential Bldgs,other than Industrial Bldgs.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,go to: http://www.osha.gov/p1s/imisisicsearch.html d) Secondary SIC Code Secondary SIC Code(s)may be provided. Leave blank if not applicable. For help with SIC Codes, go to: http://www.osha.gov/p1s/imis/sicsearch.html e) Total Number of Acres Disturbed l 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 is a common plan of development?"go to: www.tceq.texas.gov/permitting/stormwater/common plan of development steps.html For further information,go to the TCEQ stormwater construction webpage at: www.tceq.texas.gov/goto/construction and search for"Additional Guidance and Quick Links".If TCEQ-2oo22 Instructions(03/05/2013) Page 8 you have any further questions about this item,please call the stormwater technical staff at (512)239-4671. g) Identify the water body(s)receiving stormwater runoff The stormwater may be discharged directly to a receiving stream or through a MS4 from your site. It eventually reaches a receiving water body such as a local stream or lake,possibly via a drainage ditch.You must provide the name of the water body that receives the discharge from the site(a local stream or lake). If your site has more than one outfall you need to include the name of the first water body for each outfall,if they are different. h) Identify the segment number(s)of the classified water body(s) Identify the classified segment number(s)receiving a discharge directly or indirectly.Go to the following link 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 You may also find the segment number in TCEQ publication GI-316: www.tceq.texas.gov/publications/gi/gi-Ai6 If the discharge is into an unclassified receiving water and then crosses state lines prior to entering a classified segment, select the appropriate watershed: • moo(Canadian River Basin) • 0200(Red River Basin) • 0300(Sulfur River Basin) ($1.11\ • 0400(Cypress Creek Basin) • 0500(Sabine River Basin) Call the Water Quality Assessments section at(512)239-4671 for further assistance. i) Discharge into MS4 —Identify the MS4 Operator The discharge may initially be into a municipal separate storm sewer system(MS4). If the stormwater discharge is into an MS4,provide the name of the entity that operates the MS4 where the stormwater discharges. An MS4 operator is often a city,town,county,or utility district,but possibly can be another form of government. Please note that the Construction General Permit requires the Operator to supply the MS4 with a copy of the NOI submitted to TCEQ. For assistance,you may call the technical staff at(512)239-4671. j) Surface Water bodies on list of impaired waters—Identify the impaired water body(s) Indicate Yes or No if any surface water bodies receiving discharges from the construction site are on the latest EPA-approved CWA 3o3(d)List of impaired waters. Provide the name(s)of surface water bodies receiving discharges or potential discharges from the construction site that are on the latest EPA-approved CWA 3o3(d)List of impaired waters.The EPA-approved CWA 303(d)List of impaired waters in Texas can be found at: www.tceq.texas.gov/waterquality/assessment/Ao, flon.html NOTE: Do not use any"draft"documents. rk\ TCEQ-2oo22 Instructions(03/05/201.33) Page 9. k) Discharges to the Edwards Aquifer Recharge Zone and Certification See maps on the TCEQ website to determine if the site is located within the Recharge Zone, Contributing Zone,or Contributing Zone within the Transition Zone of the Edwards Aquifer at: www.tceq.texas.govifield/eappiviewer.html 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. The certification must be answered"Yes"for coverage under the Construction General Permit. The TCEQ approved plan must be readily available for TCEQ staff to review at the time that the NOI is submitted. 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. For questions regarding the Edwards Aquifer Protection Program, contact the appropriate TCEQ Regional Office. For projects in Hays,Travis and Williamson Counties:Austin Regional Office,12100 Park 35 Circle,Austin,TX 78753,512-339-2929.For Projects in Bexar, Comal, Kinney,Medina and Uvalde Counties:TCEQ San Antonio Regional Office,14250 Judson Rd., San Antonio,TX 78233-4480,210-490-3096. 5 CERTIFICATIONS 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(TXR15000O) 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: www.tceq.texas.gov/goto/construction 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 this Construction General Permit through the submittal of a NOT when the operator of the facility changes,final stabilization has 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 TCEQ-2oo22 Instructions(03/05/2013) Page io (111.b\ 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. Klierator Certification The certification must bear an original signature of a person meeting the signatory requirements specified under 3o Texas Administrative Code(TAC) §305.44. IF YOU ARE A CORPORATION: The regulation that controls who may sign an NOI or similar form is 3o 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 3o 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 Texas Commission on Environmental Quality's Environmental Law Division at(512)239-0600. 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 25o 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. TCEQ-2oo22 Instructions(03/o5/2013) Page i1 (2) For a partnership or sole proprietorship,the application shall be signed by a l 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-2oo22 Instructions(03/05/2013) Page 12 Texas Commission on Environmental Quality General Permit Payment Submittal Form Use this form to submit your Application Fee only if you are mailing your payment. • Complete items 1 through 5 below: • Staple your check in the space provided at the bottom of this document. • Do not mail this form with your NOI form. • Do not mail this form to the same address as your NOI. Mail this form and your check to: BY REGULAR U.S.MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Texas Commission on Environmental Quality Quality Financial Administration Division Financial Administration Division Cashier's Office,MC-214 Cashier's Office,MC-214 P.O. Box 13088 12100 Park 35 Circle Austin,TX 78711-3088 Austin,TX 78753 Fee Code:,GPAu _b. .o�, .. .... General Permit TXRS0000 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: . ,s> Staple Cl eck:iati s,Space TCEQ-20134(04/13/2006) Page 1 Notice of Chan a (NOC) to an Authorization TCEQ Office Use Only g Permit No.: for Stormwater Discharges Associated with RN: Construction Activity under TPDES General CN: TCEQ Permit (TXR1 50000) ** **IMPORTANT****'* PLEASE READ THE FOLLOWING INFORMATION ANDINSTRUCTIONSBEFORE FILLING OUT FORM The form will be returned for one of the following reasons: i)the permit number is not provided,invalid,or no longer active, 2) a wet ink signature of person meeting signatory requirements for'-permittee is not provided, `- 3}the current permittee is not the applicant,and,,- 4)a requested change in operator name is not a_legal name change.;; THIS`FORM.CANNOT BE USED`FOR A CHANGE IN OPERATOR. REFER TO YOUR GENERAL PERMIT. What is the Permit Number of the authorization to be changed? TXR15 A. APPLICANT " Search Central Registry at avirv12.tceq,texas.govfcrpubG• . � 1 Operator'(Petmittee}_" _ ' i a. What is the full Legal Name of the current Operator as on the authorization? b. What is the TCEQ Central Registry Customer Number assigned to this Operator? CN 2.Permitted Site(required) What is the TCEQ Central Registry Regulated Entity Number assigned for this permitted site? RN B. RE UESTED CHANGE TO PERMITTED;INFORMATION . ., What information has changed or needs corrected? (Check one or more of the sections being updated and enter the new information in the corresponding section of this form.) OOperator Legal Name Change with Texas Secretary of State(TX SOS). Go to Section 1 &/or 2 as applicable. (Note: Permits are not transferable. If a change in entity has occurred,this NOC is not attainable.) O Address and contact information for Operator,Billing for Annual Fee,or Discharge Monitoring Report forms. O Site Information(Regulated Entity) (Note: Permits under a general permit are site specific_ If a change in site location has occurred,this NOC is not attainable.) O General Characteristics relating to the regulated activity. 1. OPERATOR.:LEGAL NAME CHANGE a. What is the NEW active Legal Name with TX SOS or on other legal document? New Legal Name: b. What is the TX SOS Filing Number for us to confirm this official name change? (This is only applicable to Limited Partnership or Corporations.) 2. ADDRESS&CONTACT INFORMATION CHANGE _ - a_ What mailing address and/or contact information has changed? (check one or more as applicable) O Operator for permit correspondence O Site(RE)Mailing Address and contact information Billing address/contact for Receiving Annual Fee O Reporting address/contact for Receiving Discharge Monitoring Statement Reports(DMRs) b. If riu selected more than one,is the information to be updated the same for each selection? Yes—Provide the updated information in the fields below. ONo— Attachment 1 of the NOC is attached to this form,to provide the different addresses. ATTN or C/O: Address: Suite No./Bldg.No./Mail Code: City: State: ZIP Code: Country Mailing Information(if outside USA). Country Code: Postal Code: Phone No.: ( ) Ext: Fax No.: ( ) E-Mail: TCEQ-20391 (07/13/2007) Page 1 3 ,.-4q T. .4*.D ENTITY(RE) SITE§INFORMATION CORRECTION 5- a. Is this a change to the location of the permitted activity? Dyes- this requested change will not be processed since the authorizations are site specific. DNo—go to next question. b. New or Corrected Name of Project or Site: c. Updated Physical Address(new 911 address): Street Number: Street Name: Bldg/Ste No. City: ZIP Code: County(Counties if>1): d. Update or Corrected location access description,if no physical address(Street Number&Street Name): e. Corrected Latitude: N Corrected Longitude: W 4 :CHANGE IN CI3ARACTEI ISTTCS PROVID.ED,'ON AB'TOR Identify the specific change and provide the updated information. If an attachment is need,please reference it below. C APP;TfICATION F � If TCEQ needs additional information regarding this application,who should be contacted? 1. Name: Title: Company: 2.Phone No.: ( ) Ext: Fax No.: ( ) E-Mail: Operator Certification I, Typed or printed name(REQUIRED) Title(REQUIRED) 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: Date:_ (Use blue ink) (REQUIRED) (REQUIRED) TCEQ-20391 (07/13/2007) Page 2 Attachment 1 to a NOC Form for Providing Different Address & Contact Information Related to a Specific Permit under General Permit TXR150000 What is the Permit No.? TXR15 (REQUIRED) ADDITIONAL ADDRESS&CONTACT INFORMATION Fill in the changes as applicable. Incomplete and invalid addresses will not be used. Verify mailing addresses at USPS.com. Operator v ATTN or CIO: Address: Suite No./Bldg.No./Mail Code: City: State: ZIP Code: Country Mailing Information(if outside USA). Country Code: Postal Code: Phone No.: ( ) Ext: Fax No.: ( ) E-Mail: Billing Address for Receiving Annual Fee Statement ATTN or CIO: Address: Suite No./Bldg.No./Mail Code: City: State: ZIP Code: Country Mailing Information(if outside USA). Country Code: Postal Code: Phone No.: ( ) Ext: Fax No.: ( ) E-Mail: Site(RE)Mailing Address; ATTN or C/O: Address: Suite No./Bldg.No./Mail Code: City: State: ZIP Code: Country Mailing Information(if outside USA). Country Code: Postal Code: Phone No.: ( ) Ext: Fax No.: ( ) E-Mail: TCEQ-20391 NOC Attachment 1(07/13/2007) Page 1 Cill'' Notice of Change (NOC) to an Authorization for Stormwater Discharges Associated with Construction Activity under TPDES General Permit (TXR150000) General Information and Instructions GENERAL INFORMATION Where to Send the Notice of Change(NOC): BY REGULAR U.S.MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Stormwater Processing Center (MC228) Stormwater Processing Center (MC228) P.O.Box 13087 12100 Park 35 Circle Austin,TX 78711-3087 Austin,TX 78753 TCEQ Contact list: Application Processing Questions relating to the status and form requirements: 512/239-3700 or email swpermit@tceq.texas.gov Technical Questions relating to the general permit: 512/239-4671 Environmental Law Division: 512/239-0600 Records Management for obtaining copies of forms submitted to TCEQ: 512/239-0900 Information Services for obtaining reports from program data bases(as available):512/239-DATA (3282) Financial Administration's Cashier's office: 512/239-0357 or 512/239-0187 Notice of Change Process: When your NOC is received by the program,the form will be processed as follows: 1. Administrative Review: The form will be reviewed to ensure the request is from the pennittee(operator)on the authorization,the permit is active and initial coverage was acknowledged. Each item on the form will be reviewed for a complete response that qualifies for a NOC.In addition,the Ciii"‘ operator's legal name change must be verified with Texas Secretary of State(if applicable). The address(s)on the form must be verified with the US Postal service as an address receiving regular mail delivery.Never give an ovemight/express mailing address. If an item is incomplete or not verifiable as indicated above,the operator may be notified by letter,phone call or email. In some instances as noted at the beginning of the form,the request may simply be returned. 2. NOC Confirmation: An updated Acknowledgment Certificate will be mailed to the operator only if the NOC is to change information provided on the acknowledgment certificate. The original coverage effective date will not change. General Permit(Your Permit) You may view and print your general permit on the TCEQ web site www.tceq.texas.Qov. Enter the general permit number as the key word in the search box to locate the specific web page. General Permit Forms The Notice of Intent(NOI),Notice of Termination(NOT),and Notice of Change(NOC)with instructions are available in Adobe Acrobat PDF format on the TCEQ web site www.tceq.texas.gov. Change in Operator An authorization under the general permit is not transferable. If the operator of the regulated entity changes,the present per nittee must submit a Notice of Termination and the new operator must submit a Notice of Intent. The NOI must be submitted not later than 10 days prior to the change in Operator status. Note that the NOT is effective on the postmarked date.It may be necessary to not terminate the existing permit until coverage by the new entity is confirmed. TCEQ Central Registry Core Data Form The Core Data Form has been incorporated into this form. Do not send a core data form to TCEQ. You can find the information on the Central Registry web site at wwwl2.tceq.texas.cov/crpub/. You can search by the Regulated Entity(RN),Customer Number(CN)or Name(Permittee),or by your permit number under the search field labeled "Additional ID". The Customer(Pennittee)is responsible for providing consistent information to the TCEQ,and for updating all CN and RN data for all associated authorizations as changes occur. For General Permits,a Notice of Change form must be submitted to the program area for approval to update the CN and RN data in central registry. rill\ TCEQ-20391 NOC Instructions (07/13/2007) Page 1 INSTRUCTIONS FOR FILLING OUT THE NOC FORM A.`Applicant Information(Operat(ir);: " 1. Provide the current permittee(s)full legal name as on the permit. b. Provide the TCEQ Issued Customer Number(CN)for the entity. Go to http://wwwl2.tceq.texas.uov/crpub/to locate your CN. If the name(s)provided do not match the current permittee name(s),this form will be returned. It is the responsibility of the permittee(s)to comply with the general permit. Note: If a change is being made to the CN and the CN has other TCEQ authorization types,it is the entity's responsibility to update those authorizations at the same time. If an authorization has been cancelled or terminated,the name can not be changed on the permit. Because of this,a new CN may be issued for the new name. 2. Provide the TCEQ Issued Regulated Entity number assigned for this permitted activity. Go to http:i/www12.tceq.texas.gov/crpub/ to locate your CN. If the site has changed or the information provided indicates a new location,this form will be returned. It is the responsibility of the(permittees)to comply with the general permit B: REQUESTED CHANGE TOPERMITTED"""INFORMATION Check one or more of the available options indicating the information in the form that is to be updated. Provide the updated information in Section 1 for Legal Name Change, Section 2 for Address&Contact Information Change,Section 3 for Regulated Entity Site Information Change,or Section 4 for General Characteristics Change,as applicable. 1.LEGAL NAME CHANGE ^ Provide the new legal name. If the entity is a Limited Partnership or Corporation,the name change must be verifiable with Texas Secretary of State. The TX SOS filing number must be provided to verify only a name change occurred. You may contact the SOS at 512/463-5555,for more information related to filing in Texas. If filed in the county where doing business,provide a copy of the legal documents showing the legal name change. Legal name changes of a Corporation and Limited Partnership will be verified with Texas Secretary of State. If the entity is filed as a new entity with a new filing number,then the change cannot be made through a NOC. The permits are not transferable. If the operator changes,the old entity must terminate their permit and the new entity must submit a form for a new permit. 2.ADDRESS&CONTACT INFORMMMATION CHANGE , Indicate the type of address and contact information that has changed from the original NOI or last NOC submitted to TCEQ. If the address and/or contact information is the same for all types,then check each type and enter the information in the fields on the form. If some types have different information,then use the NOC ATTACHMENT 1. The permit number MUST be written on ATTACHMENT 1 to indicate it is a part of the NOC form for the permit being updated. The updates cannot be made without reference to the submitted NOC form. Mailing Address The address MUST BE verifiable with the US Postal Service at www.usps.com.,for regular mail delivery(not overnight express mail). If you find that the address is not verifiable using the USPS web search,please indicate the address is used by the USPS for regular mail delivery. Failure to provide a valid mailing address will delay or prohibit us from updating the permit. Please note that address updates relating to a general permit authorization can ONLY be made through a Notice of Change. Address changes submitted through any other form can not be processed. 3: REGULATED ENTITY(RE)SITE INFORMATIONCORRECTION The NOC form is only for use to update or correct information submitted on the original application or last NOC for the authorization. The authorization under a general permit is site specific. If this change is related to a new location,a Notice of Change is not attainable. Provide the updated site name,updated site addresses,and/or corrected latitude and longitude,as applicable to your NOC request. A new physical address for an existing location is usually the result of a newly assigned 911 address for emergencies. If providing a corrected latitude and longitude,enter the latitude and longitude of the site in either degrees,minutes,and seconds or decimal form.For help obtaining the latitude and longitude,go to: www.tceq.state.tx.us/gis/drgview.html or wnvw.teraserver_microsoft.corm/advfnd.aspx. 4.GENERAL CHARACTERISTIC .: Indicate the change to information originally supplied. For example if the number of acreas of area disturbed has changed,then state:"The number acres of area disturbed has increase to 40 acres." C.Application'Contact E Provide the name,title and communication information of the person that TCEQ can contact for additional information regarding this application. TCEQ-20391 NOC Instructions (07/13/2007) Page 2 D. CERTIFICATIONS,. C116\ 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). A ccording 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 pro cedures. B y signing the NOI or si milar form,you are certifying that such authority has been deleg ated to you. The TCEQ may request documentation evidencing such authority. IF YOU ARE A MUNICIPALITY OR OTHER GOVERNMENT ENTITY: The regulation that contro Is who may sign an N OI or similar form is 30 Texas Administrative Code§305.44(a)(3)(see below). A ccording 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 b y a govemm ent official who is not a rankin g elected official or princip al 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. 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 m eans a pres ident,s ecretary,treasurer,or v ice-president of the corpor ation in charge of a pr incipal business function,or any other person who performs si milar policy or decisi on-making functions for the corpor ation;or the manager of one or more manufacturin g,production,or operating facili ties employing m ore than 250 persons or having gross annual sales or expend itures exceeding $25 million(in sec ond-quarter 1980 dollars),if authority to sign docu ments has been assigned or de legated to the manager in accordance with corporate procedures. Corporate pro cedures governing authority to sign permit or post-closure order applicati ons 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-20391 NOC Instructions (07/13/2007) Page 3 TCEQ Office Use Only Notice of Termination (NOT) Permit No.: for Authorizations under RN: TPDES General Permit TXR150000 CN: TCEQ Sign up now for on line NOT at http i/www6 tce texas gov/steers Get your NOT Confirmation letter immediately,after submitting the on line NOT-form What is the permit number to be terminated? Processing will be delayed without the permit number. TXR15 A. "OPERATOR"(applicant) 1. What is the Customer Number(CN)issued to this entity? CN 2. What is the full Legal Name of the current permittee? This must be the current permittee of the permit to be terminated. 3. What is the applicant's mailing address as recognized by the US Postal Service? Address: Suite No./Bldg.No./Mail Code: City: State: ZIP Code: Country Mailing Information(if outside USA). Country Code: Postal Code: 4. Phone No.: ( ) Extension: 5. Fax No.: ( ) E-mail Address: D. REGULATED ENTITY(RE)INFORMATIONONPROJECT OR SITE 1. What is the TCEQ Issued RE Reference Number(RN)? RN 2. Name of Project or Site as currently permitted): (example:phase and name of subdivision or name of project that's unique to the site) ^� 3. Physical Address of Project or Site as currently permitted: (enter in spaces below) Street Number: Street Name: City: ZIP Code: County(Counties if>1): 4. If no physical address(Street Number&Street Name),provide the written location access description to the site: C. 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 either been removed,or scheduled for removal as defined in the SWP3. 0 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 defined in the SWP3 have been transferred to the new Operator. 0 The activity is now authorized under an alternate TPDES permit. 0 The activity never began at this site that is regulated under the general permit. D CERIIhIC ATION Typed or printed name Title 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: Date: (Use blue ink) TCEQ-20023(02/06/2007) Page 1 (11‘b\ Notice of Termination (NOT) for Authorizations under TPDES General Permit TXR150000 General Information and Instructions GENERAL INFORMATION Where to Send the Notice of Intent(NOI): BY REGULAR U.S.MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Stormwater Processing Center(MC228) Stormwater Processing Center(MC228) P.O.Box 13087 12100 Park 35 Circle Austin,TX 78711-3087 Austin,TX 78753 TCEQ Contact list: Application Processing Questions relating to the status and form requirements: 512/239-3700 or swpermit@.tceq.texas.gov Technical Questions relating to the general permit: 512/239-4671 Environmental Law Division: 512/239-0600 Records Management for obtaining copies of forms submitted to TCEQ: 512/239-0900 Information Services for obtaining reports from program data bases(as available): 512/239-DATA(3282) Financial Administration's 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 pennittee • the site information matches the original permit record • 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 pernuttee if unable to process the form. 3. Confirmation of Termination: A Notice of Termination Confirmation letter will be mailed to the operator. General Permit(Your Permit) Coverage under the general permit begins 48 hours 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 www.tceq.texas.gov General Permit Forms - The Notice of Intent(NO1),Notice of Termination(NOT),and Notice of Change(NOC)with instructions are available in Adobe Acrobat PDF format on the TCEQ web site www.tceq.texas.gov. Change in Operator An authorization under the general permit is not transferable. If the operator or owner 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. TCEQ Central Registry Core Data Form The Core Data Form has been incorporated into this form. Do not send a core data form to TCEQ. After final acknowledgment of coverage under the general permit,the program will assign a Customer Number(CN)and Regulated Entity Number(RN). For Construction Permits,a new RN will be assigned for each Notice of Intent filed with TCEQ,since construction project sites can overlap with other Customers. The RN assigned to your construction project will not be assigned to any other TCEQ authorization. You can fmd the information on the Central Registry web site at wwwl2.tceq.texas.aov/crpub/. You can search by the Regulated Entity(RN),Customer Number(CN)or Name(Permittee),or by your permit number under the search field labeled "Additional ID". Capitalize all letters in the permit number. TCEQ-20023 Instructions(02/06/2007) Page 1 The Customer(Permittee)is responsible for providing consistent information to the TCEQ,and for updating all CN and RN data for all authorzations as changes occur. For General Permits,a Notice of Change form must be submitted to the program area. Annual Water Quality Fee: This fee is assessed to operators with an active authorization under the general permit on September 1 of each year. The operator will receive an invoice for payment of the annual fee in November of each year. The payment will be due 30 days from the invoice date. A 5% penalty will be assessed if the payment is received by TCEQ after the due date. Annual fee assessments cannot be waived as long as the authorization under the general permit is active on September 1. It's important for the operator to submit a Notice of Termination(NOT)when coverage under the general permit is no longer required.A NOT is effective on the postmarked date of mailing the form to TCEQ. It is recommended that the NOT be mailed using a method that documents the date mailed and received by TCEQ. •Mailed Payments: You must return your payment with the billing coupon provided with the billing statement. •ePAY Electronic Payment: Go to www6.tceq.texas.gov/epay/ You must enter your account number provided at the top portion of your billing statement. Payment methods include Mastercard,Visa,and electronic check payment(ACH). A transaction over$500 can only be made by ACH. INSTRUCTIONS FOR FILLING OUT THE NOT FORM A.OPERATOR°(cuent.permittee.) 1.TCEQ Issued Customer Number(CN) 2. 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. 3.Operator Mailing Address Provide a complete mailing address for receiving mail from the TCEQ. Update the address if different than previously submitted in the Notice of Intent or Notice of Change. 4.Phone Number,Fax Number,and E-mail Address Provide updated contact information. B.REGULATED ENTITY(RE)INFORMATION;ON PROJECT OR SITE " 1.Regulated Entity Reference Number(RN) 2.Site/Project Name/Regulated Entity Provide the name of the site as previously submitted in the Notice of Intent for the permit number provided. 3.Site/Project(RE)Physical Address Provide the physical address or location access description as previously submitted for the permit number provided. C. REASON FOR TERMINATION Indicate the reason for terminating the permit 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. D CERTIFICATIONS The certification must bear an original signature of a person meetingthi signatory s e s g ry requirements is 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. B y 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 0 I'HLR GOVERNMENT ENTITY: The regulation that controls who may sign an N OI 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 TCEQ-20023 Instructions(02/06/2007) Page 2 §305.44(a)(3)_The signatory requirement may not be delegated to a government representative other than those identified in the regulation.By signing (ppm\ the NOI or similar fonn,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. 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 v ice-president of the corpor ation 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 S25 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). (11111. TCEQ-20023 Instructions(02/06/2007) Page 3 imegt MEW luau IMP JIM 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 ILF.3. ®IL. mow immix laiiiiit liiiir Mill liiiimi Jail 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 IlI.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 (PI! Site-Specific TPDES Authorization Number: Operator Name: Contact Name and Phone Number: Project Description: Physical address or description of the site's location, and estimated start date and projected end date, or date that disturbed soils will be stabilized. Location of Stormwater Pollution Prevention Plan(SWP3): • For Large Construction Activities Authorized Under Part II.E.3. (Obtaining Authorization to Discharge) the following certification must be completed: I (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part II.E.3.of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. A stormwater pollution prevention plan has been developed and will be implemented prior to construction, according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges,including the possibility of fine and imprisonment for knowing violations. Signature and Title Date (117-, Date Notice Removed MS4 operator notified per Part II.F.3. mismor Mil caw IMP Aiill • 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 i.nternet at: rTh http://www.tceq.state.tx.usinav/permits/wq_construction.html Site-Specific TPDES Authorization Number: Operator Name: Contact Name and Phone Number: Project Description: Physical address or description of the site's location, and estimated start date and projected end date, or date that disturbed soils will be stabilized. Location of Stormwater Pollution Prevention Plan: - iiiir �. SMALL CONSTRUCTION SITE NOTICE: LOW POTENTIAL FOR EROSION FOR THE Texas Commission on Environmental Quality(TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part H.E.1. of the TCEQ General Permit Number TXR150000 for discharges of stormwater runoff from small construction sites automatically authorized based on low rainfall erosivity. Additional information regarding the TCEQ stormwater permit program may be found on the internet at: http://www.tceq.state.tx.usinav/perrnits/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) For Small Construction Sites Authorized Under Part .II.E.1., 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 automatic authorization based on low rainfall erosivity under Part II.E.1. of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. Construction activities at this site shall occur within a time period listed in Appendix A of the TPDES general permit for this county, that period beginning on and ending on . I understand that if construction activities continue past this period, all stormwater runoff must be authorized under a separate provision of the general permit.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 (11111bN, Date Notice Removed MS4 operator notified per Part II.F.3. CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION (11.16\' 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 Defmitions: 1. Potential Water Pollutant- any substance that could potentially alter the physical, thermal, chemical, or biological quality of the Surface Water in the State,rendering the water harmful, detrimental, or injurious to humans, animal life, vegetation, or property, or to public health, safety or welfare,or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose. 1.02 MEAUSREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 2.0 PRODUCTS - Not Used 3.0 EXECUTION 3.01 PREPARATION AND INSTALLATION A Contractor shall conduct all construction operations under this Contract in conformance with the erosion control practices described in the Plans and this Technical Specification. B Erosion and sediment control measures shall be in place prior to the start of any Work that exposes the soil, other than as specifically directed by the Engineer to allow soil testing and surveying. C The Contractor shall install, maintain, and inspect erosion and sediment control measures and practices that operate effectively and as specified in the Plans and in this or other Technical Specifications. 07/2006 01566-1 of 5 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION 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 materials to facilitate proper removal and disposal. C Where effective control measures are not feasible,equipment shall be taken off-site for maintenance and repair. 3.07 WASTE COLLECTION AND DISPOSAL A Conduct operations in conformance with the plan provided in Section 01562—Waste Material Disposal and utilize such control measures,described in this Section,as may be necessary to eliminate or significantly reduce the discharge of possible water pollutants from the Project Site as a result of waste collection and disposal. B Keep receptacles and waste collection areas neat and orderly to the extent possible. Waste shall not be allowed to overflow its container or accumulate from day-to-day. Locate trash collection points where they will least likely be affected by concentrated storm water runoff. 3.08 WASHING AREAS A Vehicles such as concrete delivery trucks or dump trucks and other construction equipment shall not be washed at locations where the runoff will flow directly into a watercourse or storm water conveyance system. Preventative measures may include the following practices: 1. Designate special areas for washing vehicles. 2. Locate these areas where the wash water will spread out and evaporate or infiltrate directly into the ground, or where the runoff can be collected in a temporary holding or seepage basin. 3. Beneath wash areas construct a gravel or rock base to minimize mud production. B Construct washing areas under the provisions of Section 01550 — Stabilized Construction Exists. 3.09 STORAGE AND USAGE OF POTENTIAL WATER POLLUTANTS A Store and use potential water pollutants such as pesticides,fertilizers,distillate fuels, lubricants, solvents, cements, paints, acids, caustics, and other toxic substances in accordance with manufacturers' guidelines, Material Safety Data Sheets, and with local, state, and federal regulations. 07/2006 01566-4 of 5 CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION B Isolate these substances in areas where the are to be stored,opened or used such that Y p 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 bathers, 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 INLET PROTECTION BARRIERS SECTION 01571 INLET PROTECTION BARRIERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnishing, installing, maintaining and removing temporary erosion protection and sediment control inlet protection barriers. B. The inlet protection barrier consists of a geotextile fabric(filter fabric) supported by a net reinforced face structure around an inlet. - C. Alternate design of the inlet protection barrier,as approved by the Engineer,consists of fiber rolls placed around a frame, staked in place (or weighted down by clean gravel bags)and constructed around an inlet. 1.02 MEASUREMENT AND PAYMENT A. Inlet Protection Barrier(including Stage II) shall be measured by each inlet protection (II"h\ barrier installed at the locations shown on the plan drawings. PART 2 PRODUCTS 2.01 GEOTEXTIE.F FABRIC A. The geotextile fabric (filter fabric) shall consist of large chain synthetic polymers composed of at least 95 percent by weight of polyolefins in a woven fabric. B. The geotextile fabric shall meet the following specifications: (See Following Page for Table) ARKK Standard 3/14/2012 01571-1 INLET PROTECTION BARRIERS 7 Table 1 Requirements Silt Fence Geotextile Fabric Properties Unsupported Silt Fence Geotextile Geotextile Supported Elongation Elongation Units Silt Fence 350% <50% Grab Strength Machine Direction lbs. 90 123 123 X-Machine Direction lbs. 90 100 100 Permittivity sec' 0.05 0.05 0.05 Apparent Opening Size (maximum average roll value) mm/sieve 0.6/30 0.6/30 0.6/30 Ultraviolet Stability (Retained Tensile 70 after 500 hrs 70 after 500 hrs 70 after 500 hrs Strength) % exposure exposure exposure NOTES: 1. Table 1 adapted from AASHTO M 288 Geotextile Specification for Highway Applications Table 6. Temporary Silt Fence Property Requirements. 2. All numeric values in Table 1 except Apparent Opening Size(AOS)represent minimum average roll values (MARV). Values for AOS represent maximum average roll values. C. Geotextile fabric shall contain stabilizers and/or inhibitors to make the fabric resistant to deterioration resulting from exposure to sunlight or heat and shall be resistant to commonly encountered soil chemicals,mildew,rot and insects. D. Geotextile fabric shall be free of defects or flaws that affect its physical and/or filtering properties. E. Geotextile fabric shall provide an expected useable life comparable to the anticipated construction period. 2.02 POST A. Posts shall be either steel or hardwood,essentially straight,with a minimum length of 4- feet. B. Support beams shall be either steel or hardwood and essentially straight. C. Hardwood posts and support beams shall be 2-inch x 2-inch minimum or equivalent. ARKK Standard 3/14/2012 01571-2 INLET (111111'\ PROTECTION BARRIERS D. Metal posts and support beams shall be either studded T or U steel type with a minimum weight of 1.28 lbs per linear foot. E. Fin anchors shall be used to resist post movement as directed by the Engineer. 2.03 FABRIC MESH A. Net reinforced fence shall be 2-inch by 4-inch welded wire fabric mesh. B. The mesh support height shall be the equivalent height,or greater,of the geotextile fabric to be attached. C. Plastic grid mesh or other support mesh may be substituted for welded wire mesh as approved by the Engineer. 2.04 ATTACHMENT A. Attachment of net reinforced fence and geotextile fabric shall be with wire ties,staples,or shoat rings. B. Wire ties shall be 14 gage minimum. C. Staples shall be no. 9 minimum with a 2 inch minimum crown length. D. Shoat rings shall be galvanized. 2.05 ALTERNATES A. A prefabricated unit with geotextile fabric, posts, supports and wire mesh meeting the minimum specifications may be used in lieu of a constructed inlet protection barrier. B. Fiber roll material for inlet protection barrier alternative design shall be as approved by the Engineer. PART 3 EXECUTION 3.01 PREPARATION AND INSTALLATION A. No clearing and grubbing or rough cutting, other than specifically directed by the Engineer to allow for soil testing, surveying and installation of erosion protection and sediment control measures, shall be permitted until sediment control and erosion protection systems are in place. B. Inlet protection barriers shall be installed at locations shown on the drawings and in accordance with the details in the drawings. ARKK Standard 3/14/2012 01571-3 INLET PROTECTION BARRIERS fj C. Inlet protection barriers shall be constructed in accordance with an approved schedule that clearly describes the timing during the construction process that the various erosion control measures will be implemented. D. Inlet protection barriers shall be installed so surface run-off will percolate through the system and allow sediment to be retained and accumulated. E. The Contractor shall inspect the inlet protection barriers at least once every fourteen calendar days, within 24 hours of the end of a storm event of 0.5-inches of rainfall or greater and during daily prolonged rainfalls. Contractor shall remove irregularities which will impede normal flow. Erosion protection and sediment control systems shall be maintained by the Contractor until final stabilization. Damage caused to erosion protection and sediment control systems shall be repaired immediately. F. The Contractor is responsible for removal and proper disposal of sediment and debris from the inlet protection barrier system and as directed by the Engineer. Sediment and debris shall not be allowed to flush into the storm sewer system, waterways and jurisdictional wetlands,or onto adjacent properties. Sediment deposits shall be removed before they reach one-third of the height of the inlet protection barrier. G. Uncontaminated sediment can be placed at the project spoil site or,if properly handled, spread out to supplement fill requirements. The Engineer will designate how the sediment deposits are to be handled. Uncontaminated sediment shall not be placed in waterways or jurisdictional wetlands. If sediment has been contaminated,then it shall be disposed of in accordance with the applicable federal, state and local regulations. Off- site disposal shall be the responsibility of the Contractor. H. After final stabilization, at the direction of the Engineer, the Contractor shall be responsible for removing all erosion protection and sediment control systems that are not permanent for the project. 3.02 CONSTRUCTION METHODS A. Posts 1. Shall be driven a minimum depth of 1-foot into the ground. 2. Shall be a minimum 18" above the ground. 3. Shall be placed with a maximum spacing of 4-feet. 4. Horizontal support beams shall be securely attached from post to post and no higher than the top of the filtering material. B. Trench 1. Shall be dug along the upstream side of the barrier to anchor at least 8-inches of the geotextile fabric to prevent underflow. 2. Trench shall be a 6-inch by 6-inch square, or a 4-inch deep V-trench. ARKK Standard 3/14/2012 01571-4 INLET PROTECTION BARRIERS C. Net Reinforced Fence 1. Shall be attached to the posts. 2. Attachment shall be at the top and mid-section. 3. Additional ties or staples shall be added to secure the net reinforced fence to the posts as directed by the Engineer. D. Geotextile Fabric 1. Shall be placed against the side of the trench with approximately 2-inches across the bottom in the upstream direction. 2. Shall be attached to the net reinforced fence with wire ties or shoat rings. Fabric shall be attached at the top and mid-section. The horizontal spacing of the attachment shall be every 24-inches or less. Additional ties,shoat rings,or staples shall be added to secure fabric to the net reinforced fence or posts as directed by the Engineer. 3. Shall be entrenched and attached to posts so as a minimum of 18-inches of the fabric is above ground. 4. Shall be provided in continuous rolls and cut to the length of the barrier, so as to minimize joints. 5. When joints of two sections of fabric are necessary, the fabric shall be spliced together only at a support post. The fabric shall be overlapped a minimum of 6- inches at a post, folded and secured at six or more places. E. After the geotextile fabric has been securely attached, the trench shall be backfilled and hand tamped as approved by the Engineer. F. For inlet protection barriers with reinforced filter fabric, if the immediately adjacent surface is a hard packed surface,the geotextile fabric shall extend outward away from the inlet protection barrier and upstream along the hard packed surface for at least 12-inches and be weighed down continuously along the perimeter of the structure with at least 4- inches of clean gravel or nylon gravel filled bags. END OF SECTION ARKK Standard 3/14/2012 01571-5 SPECIAL PROVISION TO SECTION 01580 (111111'\ SPECIAL PROVISION TO SECTION 01580—PROJECT IDENTIFICATION SIGNS 1. Information on Project Identification Sign to be verified by Contractor prior to fabrication of the sign at no additional cost to the project. END OF SECTION C SPECIAL PROVISION TO 01580-1 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. (11116 C. Skid-mounted signs shall be relocated as directed by the City Engineer at no additional cost to the City. Post-mounted signs shall be relocated once, if directed in writing by the City Engineer,at no additional cost to the City. If a post-mounted sign is relocated more than once at the written direction of the City Engineer, payment will be made by change order. 1.03 SYSTEM DESCRIPTION A. Sign Construction: Project identification signs shall be constructed of new materials and painted new for the project. Construct post-mounted signs as shown on Construction Sign Details. B. Appearance: Project identification signs shall be maintained to present a clean and neat look throughout the project duration. C. Sign Manufacturer/Maker: Experienced as a professional sign company. D. Sign Placement: Place signs at locations as directed by the City Engineer. The City Engineer will provide sign placement instructions at the Pre-construction Meeting. 1. A linear project is one involving paving, overlay, sewer lines, storm drainage, or water mains that run in the right-of-way over a distance. A 10/2014 01580-1 CITY 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 materials shall be new. 1. Sign Posts: Use 4-inch by 4-inch treated wood posts, sized to fix top of sign at 6 FEET ABOVE GROUND. 2. Sign Supports and Skid Bracing: 2-inch by 4-inch wood framing material. 3. Skid Members: 2-inch by 6-inch wood framing material. 4. Fasteners: a. Use galvanized steel fasteners. b. Use 3/8-inch by 5-1/2-inch button head carriage bolts to attach sign to posts. Secure with nuts and flat head washers at locations as recommended by Sign Manufacturer. c. Cover button heads with white reflective film or paint to match sign background B. Sign and Sign Header: Use medium density overlaid marine plywood, minimum 1/2-inch thick. Use full-size 4-foot by 8-foot sheets for sign and a single piece for header to minimize joints; do not piece wood to fabricate a sign face. C. Paint and Primers: White paint used to prime surfaces and to resist weathering shall be an industrial grade,fast-drying,oil-based paint with gloss finish. Paint structural 10/2014 01580-2 CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS and framing members white on all sides and edges to resist weathering. Paint sign and sign header material white on all sides and edges to resist weathering. Paint all sign surfaces with this weather-protective paint prior to adding any sign paint or adhesive applications. D. Colors: Follow criteria established by attached Exhibit 3.0 EXECUTION 3.01 INSTALLATION A. Install project identification signs within 10 calendar days after Date of Commencement. B. Erect signs where designated by the City Engineer at the Pre-construction Meeting or as described in part 1.03 of this Section. Position the sign in such a manner as to be fully visible and readable to the general public. C. Erect sign level and plumb. D. If mounted on posts, sink posts a minimum of 30 inches below grade in 10-inch diameter posthole. Stabilize posts with sharp sand or concrete to minimise 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 (01"1",s. PROJECT IDENTIFICATION SIGN EXHIBIT k�,i` First __._.. .___. ________ — , L repression G E PROJECT NAME LOCATED HERE �15 " � ` [ WRV t t Rb1ECT:'... j I x PROJECT NO. 12345678 Capitallmprovement ,. £ SlTn3ge Layout tic CIF PEARLAN i . PROJECT SCHEDULE:MONTH/TEAR CAPITAL PRt�JEC'N Various t04tOMTEI4il BUDGET: $DOLLAR AMOUNT �,S, i -cpTH:' ,.?oAtw is TON;e:i ji ;Pearlend;Texas ENGINEER/ARCHITECT: am odoner2ot4 CQDHifl02mNT St81t 4N@MATt�'� . COURCH DSITI,C, GART M.Qot6 Ad NAME GOES HERE. nu"maatt�t f ttmt0Qo0 AUX capitalimprovement MI; axn txanx template I cutrostttoNxpAtatwt CONTRACTOR. odot�et2ot4, 1 a t tewac CUTt[AB$0N CONT_.RACTOR NAME GOES•HERE iswtttm nctn JONxuNso}t T# 3•if?_iGprq:'_ tisssatTMANtelL tAgxkRlti150tt pearlandtx. ov/de artmerits/en inee" .-; Q P 9 nng-capital=projectsiprolecots ,�, , E custitrearralamessra (11111111\ S'SPECIAL NOTE CONTACT:CITY SECRETARY FOR.CURRENT COUNCIL;NAMES S t 12U Y01.TELECiRICAC6ERWCE;! SINGLESIDE MOO'MARINE GRADE PLYWOOD FINISHED•1NITH ALKYD ENAMEL GLOSS.yIiNITE amrrmrnCvcE uu�6a�wr r CT+ucuso SToMESxa+: COMP.USER CUT VINYL AND DIGITAL PRINT 5 YEAR LIFE MINIMUM'MATERIALS WAESOTNER,VSESP ME:D, ... INSTALL,ON'TWO,4"X4"TREATED POSTS,MIN.DEPTH IS 24,OR SKID MOUNTED AS SITEREQ'D.. CLIENT APPROVAL 10/2014 01580-4 CITY OF PEARLAND MATERIAL AND EQUIPMENT Section 01600 MATERIAL AND EQUIPMENT 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for transportation, delivery, handling, and storage of materials and equipment. B References to Technical Specifications: 1. Section 01566-Source Controls for Erosion&Sedimentation 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this work is a component. 1.03 PRODUCTS A Products: Means material,equipment,or systems forming the Work. Does not include machinery and equipment used for preparation,fabrication,conveying and erection of the Work. Products may also include existing materials or components designated for reuse. B Do not reuse materials and equipment,designated to be removed,except as specified by the Contract Documents. C Provide equipment and components from the fewest number of manufacturers as is practical, in order to simplify spare parts inventory and to allow for maximum interchangeability of components. For multiple components of the same size,type or application, use the same make and model of component throughout the Work. 1.04 TRANSPORTATION A Make arrangements for transportation, delivery, and handling of equipment and materials required for timely completion of the Work. B Transport and handle products in accordance with instructions. C Consign and address shipping documents to the proper party giving name of Project, street number, and City. Shipments shall be delivered to the Contractor. 1.05 DELIVERY A Arrange deliveries of products to accommodate the Construction Schedule and in ample time to facilitate inspection prior to installation. Avoid deliveries that cause lengthy storage or overburden of limited storage space. 07/2006 01600-1 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT B Coordinate deliveries to avoid conflict with Work and conditions at the Project Site and to accommodate the following: 1. Work of other contractors or the Owner. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. Owner's use of premises. C Have products delivered to the Project Site in manufacturer's original, unopened, labeled containers. D Immediately upon delivery,inspect shipment to assure: 1. Product complies with requirements of Contract Documents. 2. Quantities are correct. 3. Containers and packages are intact; labels are legible. 4. Products are properly protected and undamaged. 1.06 PRODUCT HANDLING A Coordinate the off-loading of materials and equipment delivered to the Project Site. If necessary to move stored materials and equipment during construction, Contractor shall relocate materials and equipment at no additional cost to the Owner. B Provide equipment and personnel necessary to handle products, including those provided by the Owner,by methods to prevent damage to products or packaging. C Provide additional protection during handling as necessary to prevent breaking scraping,marring, or otherwise damaging products or surrounding areas. D Handle products by methods to prevent over bending or overstressing. E Lift heavy components only at designated lifting points. F Handle materials and equipment in accordance with Manufacturer's recommendations. G Do not drop, roll, or skid products off delivery vehicles. Hand carry or use suitable materials handling equipment. 1.07 STORAGE OF MATERIAL A Store and protect materials in accordance with manufacturer's recommendations and requirements of these Technical Specifications. Control storage of potential water pollutants in conformance with Section 01566 — Source Controls for Erosion & Sedimentation. B Make necessary provisions for safe storage of materials and equipment. Place loose soil materials,and materials to be incorporated into the Work to prevent damage to any part of the Work or existing facilities and to maintain free access at all times to all parts of the Work and to utility service company installations in the vicinity of the '--- Work. 07/2006 01600-2 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT (11P1'\ Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants, and occupants. Arrange storage in a manner to provide easy access for inspection. D Provide adequately ventilated, watertight storage facilities with floor above ground level for materials and equipment susceptible to weather damage. E Restrict storage to areas available on the construction site for storage of material and equipment as shown on Plans or approved by the Project Manager. F Provide off-site storage and protection when on-site storage is not adequate. G Do not use lawns, grass plots, or other private property for storage purposes without written permission of the owner or other person in possession or control of such premises. Damage to lawns,sidewalks,streets or other improvements shall be repaired or replaced to the satisfaction of the Project Manager. H Protect stored materials and equipment against loss or damage. I Store materials in manufacturers'unopened containers. J Materials delivered and stored along the line of the Work shall be not closer than 3 feet to any fire hydrant. Public and private drives and street crossings shall be kept open. C.A.\ K The total length which materials may be distributed along the route of construction at any one time is 1000 lineal feet, unless otherwise approved in writing by the Project Manager. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01600-3 of 3 CITY OF PEARLAND FIELD SURVEYING (.1.16\ Section 01720 FIELD SURVEYING 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for surveyors and surveys. B Procedures pertaining to survey control points and reference points. C References to Technical Specifications: 1. Section 01350—Submittals 2. Section 01760—Project Record Documents 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 QUALITY CONTROL A Conform to State of Texas laws for surveys requiring licensed surveyors. Employ a land surveyor acceptable to Engineer. 1.04 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350— Submittals. B Submit to Engineer the name, address, and telephone number of Surveyor before starting survey work. C Submit documentation verifying accuracy of survey work on request. 1.05 PROJECT RECORD DOCUMENTS A Maintain a complete and accurate log of control and survey work as it progresses. B Submit Record Documents under provisions of Section 01760 — Project Record Documents. 1.06 EXAMINATION A Verify locations of survey control points prior to starting Work. B Notify Engineer immediately of any discrepancies discovered. 07/2006 01720- 1 of 2 CITY OF PEARLAND FIELD SURVEYING 1.07 SURVEY REFERENCE POINTS A Control datum for survey is that established by Owner-provided survey and indicated on Plans. B Locate and protect survey control points,including property corners,prior to starting site work. Use caution to preserve permanent reference points during construction. C The Contractor shall not reset; nor cause to be reset, lost, disturbed, or damaged; control points. Promptly notify Engineer of disturbance or damage to any control point(s). D Notify Engineer 48 hours in advance of need for relocation of reference points due to changes in grades or other reasons. E Report promptly to Engineer the loss or destruction of any reference point. F Any re-staking of control points lost,disturbed,or damaged by Contractor's operations will be provided by Owner at Contractor's expense. G Employ a Registered Public Land Surveyor to reset any missing,disturbed,or damaged monumentation. 1.08 SURVEY REQUIREMENTS A Utilize recognized engineering survey practices. B Establish a minimum of two permanent bench marks on Project Site, referenced to established control points. Record locations, with horizontal and vertical data, on Project Record Documents. C Establish and record in survey notes elevations,lines and levels to provide quantities required for Measurement and Payment and to provide appropriate controls for the Work. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading;fill and topsoil placement;utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Mounumented Baseline. D Verify periodically layouts by same means. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01720-2 of 2 CITY OF PEARLAND PROJECT RECORD DOCUMENTS (111'1k\ 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. 7 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: (lib\ 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 (111 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 — Cl'h\ 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. 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 l 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 SITE PREPARATION Section 02200 SITE PREPARATION 1.0 GENERAL 1.01 SECTION INCLUDES A Removal of topsoil, stripping and stockpiling, clearing and grubbing. B Removal and disposal of waste materials, excess materials, debris and trash. C Removal of obstructions. D Excavation and fill. E Salvaging of designated item. F References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 01450—Testing Laboratory Services 4. Section 01500—Temporary Facilities and Controls (11111b*\ 5. Section 02255—Bedding,Backfill and Embankment Material 6. Section 02330—Embankment 7. Section 01140—Contractor's Use of Premises G Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. B If Site Preparation is included as a Bid Item,measurement will be based on the Units shown in Section 00300 — Bid Proposal and in accordance with Section 01200 — Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit embankment material sources and product quality information in accordance this Section. 07/2006 02200- 1 of 4 CITY OF PEARLAND SITE PREPARATION 1.04 TESTING fl 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. 3.0 EXECUTION 3.01 CLEARING AND GRUBBING. A Clear Project Site of trees,shrubs,and other vegetation,except for those designated by Owner to be left standing. B Use only hand methods for grubbing inside drip line of trees designated to remain. C Completely remove stumps,roots,and other debris protruding through ground surface. 1. On areas required for roadway, channel, or structural excavation, remove stumps, 2" diameter or larger limbs and roots, to depth of 2 feet below lower elevation of excavation. 2. On areas required for embankment construction, remove 2" diameter limbs, stumps and roots to depth of 2 feet below ground surface 3. Trees and stumps may be cut off as close to natural ground as practicable on areas which are to be covered by at least 3 feet of embankment D Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding 6 inches loose depth,and thoroughly compact to density equal to adjacent original ground. E Complete operations by bulldozing,blading,and grading so that prepared area is free of holes,unplanned ditches, abrupt changes in elevations and irregular contours, and preserve drainage of area. 1. Blade entire area to prevent ponding of water and to provide drainage,except in areas to be immediately excavated 07/2006 02200-2 of 4 CITY OF PEARLAND SITE PREPARATION (7.'! 3.02 TOPSOIL STRIPPING AND STOCKPILING A Obtain approval of topsoil quality before excavating and stockpiling. B Excavate topsoil for esplanades and areas to receive grass or landscaping from areas to be further excavated. C Topsoil Stripping: 1. Remove growths of grass from areas before stripping. 2. Topsoil is defined as surface soil found of depth of not less than 4 inches. 3. Strip topsoil to depths encountered. 4. Perform stripping in a manner to prevent intermingling of topsoil with underlying sterile subsoil and remove objectionable materials, including clay lumps, stones over 2 in.in diameter, weeds,roots,leaves, and debris. 5. Where trees are designated by Owner to be left standing,stop topsoil stripping at extreme limits of tree drip line to prevent damage to main root system. D Topsoil Stockpiling: 1. Stockpile in areas designated on Plans. 2. Construct storage piles to freely drain surface water. 3. Cover storage piles, if required to prevent wind-blown dust. 4. Stockpile topsoil to depth not exceeding 8 feet. Stockpile in a manner to prevent erosion. (1111°*\ 3.03 UNSUITABLE MATERIAL A Undercut,remove, and replace material which Engineer designates as unsuitable for subsequent construction. B Material used to replace unsuitable material shall be suitable material from site excavation or as indicated on Plans. 3.04 EXCAVATION AND FILL A Depressed site areas shall be filled using material from high areas, insofar as practicable. B When fill obtained from high areas is exhausted, fill to indicated rough grade elevations under roadways with"Structural Fill"and open areas not under structures or roadways with "General Fill", or as indicated on Plans. C Place and compact fill in accordance with Section 02330—Embankment. 3.05 SALVAGEABLE ITEMS AND MATERIAL A Items designated by Engineer to be salvaged are to be carefully removed,so as to cause no damage to the salvaged items and delivered to Owner's storage yard. C 07/2006 02200-3 of 4 CITY OF PEARLAND SITE PREPARATION 3.06 CLEAN-UP AND RESTORATION J A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. END OF SECTION 07/2006 02200-4 of 4 CITY OF PEARLAND SITE DEMOLITION Section 02220 SITE DEMOLITION 1.0 GENERAL 1.01 SECTION INCLUDES A Demolishing and removing existing pavements, structures, equipment and materials only to the extent as indicated on the Plans. B Removing concrete paving, asphaltic concrete pavement, and base courses. C Removing concrete curbs, concrete curb and gutters,sidewalks and driveways. D Removing pipe culverts and sewers. E Removing miscellaneous structures of wood, plastics, metals, concrete, masonry, or combination of concrete and masonry, etc. F Disposing of demolished materials and equipment. G References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 01500—Temporary Facilities and Control 4. Section 01100-Summary of Work 5. Section 01730-Cutting and Patching 6. Section 01140—Contractor's Use of Premises 7. Section 01562—Waste Material Disposal 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item,no separate payment will be made for removing and disposing of existing pavement and structures under this Section. Include cost for removing and disposing of existing pavement and structures in Bid Items for which this Work is a component. B If indicated as a Bid Item,measurement will be as follows: 1. Measurement for removing and disposing of concrete base and surfacing,and removing asphaltic surfacing,is on a square yard basis measured between lips of gutters. 2. Measurement for removing and disposing of cement stabilized shell base course,with or without asphalt surfacing,is on a square yard basis. 3. Measurement for removing and disposing of concrete base and surfacing with curbs,is on a square yard basis measured from back to back of curbs. Payment includes removal of all base,asphaltic surfacing,concrete pavement,esplanade 117' curbs, curb and gutters, and paving headers. 04/2008 - 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. 04/2008 02220-2 of 5 CITY OF PEARLAND SITE DEMOLITION (111",, 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. (1/126\, B Notify and coordinate with utility company and adjacent building occupants when temporary interruption of utility service is necessary. 04/2008 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 maintain the integrity of the grounding systems. 04/2008 02220-4 of 5 CITY OF PEARLAND SITE DEMOLITION C Remove poles and metering equipment, if designated for removal on the Plans. Coordinate electrical removals with the power company, as necessary. Verify that power is properly de-energized and disconnected. D Where shown or otherwise required, remove wiring in underground duct systems. Verify function of wiring before disconnecting and removing. Plug ducts which are not to be reused at entry to buildings. E Changes to electrical systems shall conform to applicable codes. 3.05 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. B Remove from the site all items contained in or upon the structure not designated for reuse or salvage in accordance with this Section and Section 01562—Waste Material Disposal. C Follow method of disposal as required by regulatory agencies. END OF SECTION (°11`. 04/2008 02220-5 of 5 CEMENT STABILIZED BASE COURSE (ROAD MIXED) SECTION 02244 CEMENT STABILIZED BASE COURSE (ROAD MIXED) PART1 GENERAL 1.01 SECTION INCLUDES A. Foundation course of cement treated base constructed by in-place pulverization and blending of the existing flexible pavement, including existing base material, and the introduction of additives. 1.02 MEASUREMENT AND PAYMENT A. Measurement and payment for asphalt reclamation (in-place recycling cement stabilized base course) is on a square yard basis, measured from edge to edge of existing pavement, for the thickness indicated in the bid proposal. Payment shall include pulverization of existing roadway material, removal and disposal of any excess material as needed, mixing, shaping, grading, compacting and curing. This work shall be performed as per the detail shown on the plan drawings and in accordance this Section. B. Measurement and payment for cement for asphalt reclamation shall be by the ton(7% minimum by dry weight). The Contractor shall confirm by laboratory tests the actual percentage of cement required prior to construction. The Contractor shall provide the site inspector material tickets on a daily basis for payment. Payment shall include full compensation for materials, delivery,equipment, labor,tools and incidentals. 1.03 REFERENCES A. ASTM C131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. B. ASTM C150- Specification for Portland Cement. C. ASTM D698 - Test Method for Laboratory Compaction Characteristics of Soil using Standard Effort. D. ASTM D1556 - Test Methods for Density and Unit Weight of Soil in Place by the Sand Cone Method. E. ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). F. ASTM D4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ARKK Standard 4/22/2014 02244-1 CEMENT STABILIZED BASE COURSE (ROAD MIXED) G. TxDOT Tex-101-E-Preparation of Soil and Flexible Base Materials for Testing. H. TxDOT Tex-110-E-Determination of Particle Size Analysis of Soils. I_ TxDOT Tex-120-E- Soil-Cement Testing. 1.04 SUBMITTALS A. Submittals shall conform to requirements of Section 01350 - Submittals. B. Submit Samples of pulverized road base and new aggregate for testing at least 14 days prior to start of construction. C. Submit manufacturer's mill certificates for all additives, such as portland cement, proposed for use. D. Submit weight tickets, certified by supplier, with each bulk delivery of cement to work site. 1.05 TESTS A. Testing shall be performed under the provisions of Section 01450 - Testing Laboratory Services. B. Laboratory and field tests shall be performed in accordance with the applicable ASTM and TxDOT standard test methods as described in this Section. PART2 PRODUCTS 2.01 PORTLAND CEMENT A. Portland Cement shall meet minimum material requirements for ATM C150 Type I. B. Provide cement slurry free of objectionable materials and with a uniform consistency that can be easily applied. 2.02 WATER A_ Water shall be clean,potable,and free from oil, acids, alkali, or vegetable matter. 2.03 NEW AGREGATE A. New Aggregate shall meet the material requirements of TxDOT Item 247, Type A or Type D, Grade 1 Flexible Base. 2.04 ASPHALT SEAL CURE A. Cutback asphalt or emulsified petroleum resin meeting the material and applications requirements as per Section 02742 -Prime Coat. ARKK Standard 4/22/2014 02244-2 CEMENT STABILIZED BASE COURSE(ROAD MIXED) (1°1 2.05 SLURRY PHYSICAL REQUIREMENTS A. Slurry shall meet the following requirements: Mix Property Test Procedure Requirement Percent Solids TEX-103-E,Part I 55% (Min.) Viscosity* TEX-130-E,Part 1 minute m. IV (Min.) *Note: Perform test 30 minutes after batching with a min. 60 second flow rate. PART3 EXECUTION 3.01 EQUIPMENT A. Pulverization of the existing pavement shall be accomplished with a self-propelled machine capable of pulverizing and mixing the existing materials to the plan depth in one pass. Provide pulverization equipment that cuts and pulverizes material uniformly to the proper depth with cutters that will plane to a uniform surface over the entire width of the cut, provides a visible indication of the depth of cut at all times, and uniformly mixes the material. (11°6\' B. The mixing equipment shall be capable of mixing the pulverized material, any required new aggregate and additives to obtain a homogeneous mixture. C. Proof roller- Pneumatic tired roller with at least four wheels on axles carrying not more than two wheels. The proof roller shall have a rolling width of from 8 ft. to 10 ft. and having an operating gross load of from 25 to 50 tons. D. Cement Slurry Equipment - Provide a mixing plant, tools and equipment necessary for proper mixing and delivery of slurry. 1. Storage Facility - Store all components, except water, in weatherproof containers. 2. Slurry Plant - Provide a pneumatic/hydraulic mixing plant with monitoring devices to regulate flow rates and line pressures. Regulate slurry proportions by calibrated scales. Include all storage silos, weather protection, sheds, scales, pumps, mixers, valves, gauges and regulating devices required to continuously measure and mix cementitious slurry at the batch plant. The plant should provide safe and easy access for the QC personnel so they may obtain samples. All mechanical mixing must be pump driven and cannot rely on lime slaking tanks,paddle driven mixers or other similar technology. 3. Delivery equipment - Deliver slurry to the project site in a non-baffle tank. \ 1 Do not stir or agitate with any form of mechanical device. Application of the ARKK Standard 4/22/2014 02244-3 CEMENT STABILIZED BASE COURSE(ROAD MIXED) 1 shall be through a gravityfed spreader type bar or tube that expels the slurry g P slurry in a uniform manner behind the vehicle. 3.02 PREPARATION A. Complete backfill of underground utilities, as required,below future grade. B. When directed by the Engineer, proof roll the existing flexible pavement to identify weak base or subgrade conditions. Weak areas shall be corrected as directed by the Engineer. 3.03 PLACEMENT A. When new aggregate is required, it shall be spread on the existing pavement evenly across the entire section before pulverization begins. Manipulate and thoroughly mix new aggregate with existing material to provide a uniform mixture to the specified depth before the addition of cement. B. Should the existing subgrade be exposed during the mixing process, it shall be firm and able to support, without displacement, the construction equipment. Soft or yielding subgrade shall be corrected as directed by the Engineer prior to replacement of base materials. C. The existing flexible pavement shall be pulverized to the depth specified and mixed to obtain a homogeneous mixture. After mixing, the pulverized material shall be spread and shaped to conform to the lines, grades, and cross-sections shown in the plans. D. Pulverize or scarify existing material after shaping so that 100% passes a 2-1/2-inch sieve. If the material cannot be uniformly processed to the required depth in a single pass, excavate and windrow the material to expose a secondary grade to achieve process to plan depth. E. Cement content shall be selected by the Engineer based on compressive strength tests on pulverized samples of the existing pavement. The mix design shall be performed in accordance with Test Method Tex-120-E. The cement content shall be selected so the base material, when placed as described in this Section, shall have a minimum compressive strength of 300 psi at 7 days when tested in accordance with Tex-120-E. F. Do not mix and place cement when temperature is below 40 degrees F and falling. Suspend application when the Engineer determines that weather conditions are unsuitable. G. Cement shall be uniformly applied on the prepared base (as described above) using shin-y placement only in that area where the mixing, compacting, and finishing operations can be completed during the same working day. ARKK Standard 4/22/2014 02244-4 CEMENT STABILIZED BASE COURSE(ROAD MIXED) H. Slurry Placement: Mix the required quantity of cement with water, as approved. Provide slurry free of objectionable materials and with a uniform consistency that can be easily applied. Apply slurry within 2 hours of adding water. Distribute slurry uniformly by making successive passes over a measured section of the roadway until the specified content is reached. I. Thoroughly mix the material and slurry using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated materials during the mixing operation to maintain optimum mixing moisture. Spread and shape the completed mixture in a uniform layer to final lines and grades. J. After mixing, the Engineer will sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 1. Table 1 Gradation Requirements Minimum % Passing Sieve Size Base Subgrade 1-3/4 in. 100 100 3/4 in. 85 85 No. 4 - 60 3.04 COMPACTION A. Compact the mixture to a minimum of 95% of the maximum dry density as determined by ASTM D698. Complete compaction within 2 hours after the initial application of cement slurry. B. Finish the compacted base course by skinning or blading by a maintainer, removing all loose material from the surface. The surface shall be sprinkled with small amounts of water as needed while rolling with a pneumatic tired roller. The pneumatic tired roller used for finish rolling shall be light enough to prevent surface cracking. Rework and recompact those areas where cracking develops. C. Maintain a smooth surface conforming to the lines, grades, and cross sections shown on the plans. 3.05 MICROCRACKING A. After compaction of the stabilized base, moist cure for a minimum of 48 hours prior to microcracking. If performing construction during winter months with average daily temperatures below 60 degrees Fahrenheit, moist cure the base for a minimum of 96 hours prior to microcracking. B. Microcracking should be performed using the same (or equivalent tonnage) vibratory steel wheel roller used for compaction. A minimum 12-ton roller should be used. ARKK Standard 4/22/2014 02244-5 CEMENT STABILIZED BASE COURSE(ROAD MIXED) C. Perform three (3) full passes (one pass is down and back) over the entire section traveling 2 to 3 mph with the roller vibrating on maximum amplitude, unless otherwise directed by the Engineer. 3.06 CURING A. After satisfactory completion of microcracking, the base should moist cured by sprinkling for a total cure time of at least three (3) days after the day of placement or prevented from drying by addition of an asphalt material following the requirements of Section 02742-Prime Coat in these specifications. B. Completed sections may be opened immediately to local traffic and construction equipment only after the curing period, or as directed by the Engineer, provided the material has hardened sufficiently to prevent damage to the base course by equipment or traffic. 3.07 MAINTENANCE A. The Contractor is required to maintain the base course in good condition until all work has been completed and accepted. Maintenance shall include immediate repairs to any defects that may occur. Repairs shall be performed for the full depth of the base. The addition of thin layers for any reason will not be permitted. This work shall be done by the Contractor at his own expense. 3.08 TOLERANCES A. Completed surface of the road base shall be smooth and conform to the specified cross section and established lines and grades. B. Top surface of base course shall be within plus or minus '/4 inch in cross section, or in 16-ft. length. 3.09 FIELD QUALITY CONTROL A. Testing will be performed under provisions of Section 01450 - Testing Laboratory Services. B. A minimum of one core will be taken at random locations per 500 linear feet per lane of roadway or 500 square yards of base, whichever is less, to determine in-place depth. C. Contractor may, at his own expense, request additional cores in the vicinity of cores indicating nonconforming in-place depths. If the average of the tests falls below the required depth, place and compact additional material at no additional cost to the Owner. ARK'Standard 4/22/2014 02244-6 CEMENT STABILIZED BASE COURSE(ROAD MIXED) D. Compaction Testing will be performed in accordance with ASTM D1556 or ASTM D2922 and ASTM D3017 at a random location near each depth determination core. Rework and recompact areas that do not conform to compaction requirements. E. Fill core holes with new compacted crushed stone flexible base. END OF SECTION ARKK Standard 4/22/2014 02244-7 CITY OF PEARLAND CEMENT STABILIZED SAND (111"h\ Section 02252 CEMENT STABILIZED SAND 1.0 GENERAL 1.01 SECTION INCLUDES A Cement stabilized sand for backfill and bedding. B References to Technical Specifications: 1. Section 01350—Submittals 2. Section 02255—Bedding,Backfill, and Embankment Materials 3. Section 01450—Testing Laboratory Services C Referenced Standards: 1. American Society for Testing and Materials(ASTM) a. ASTM D 558, "Standard Test Methods for Moisture-Density (Unit Weight)Relations of Soil-Cement Mixtures" b. ASTM D 1632, "Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory" c. ASTM D 1633,"Standard Test Method for Compressive Strength of Molded Soil-Cement Cylinders" d. ASTM C 150,"Standard Specification for Portland Cement" e. ASTM C 33,"Standard Specification for Concrete Aggregates" f. ASTM D 2487, "Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)" g. ASTM C 142, "Standard Test Method for Clay Lumps and Friable Particles in Aggregates" h. ASTM C 123, "Standard Test Method for Lightweight Particles in Aggregate" i. ASTM C 40, "Standard Test Method for Organic Impurities in Fine Aggregates for Concrete" j. ASTM C 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" k. ASTM C 94,"Standard Specification for Ready-Mixed Concrete" 1. ASTM C 31,"Standard Practice for Making and Curing Concrete Test Specimens in the Field" 1.02 MEASUREMENT AND PAYMENT A Unless indicated as an Extra Item, no separate payment will be made for cement stabilized sand under this Section. Include cost in Bid Items for applicable utility or structure installation. B If use of cement stabilized sand is allowed, based on the Engineer's direction, and indicated in Section 00300—Bid Proposal as an Extra Item,measurement will be on a per ton basis. A conversion between volumes calculated based on theoretical limits and total weight will be made based on a ratio of 1.64 tons per cubic yard. 02/2009 02252-1 of 5 CITY OF PEARLAND CEMENT STABILIZED SAND 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit material qualification and design mix tests to include: 1. Three series of tests of sand or fine aggregate material from the proposed source. Tests shall include procedures defined in this Section, 2.01 "Materials". 2. Three moisture-density relationship tests prepared using the material qualified by the tests in this Section, 1.03B1. Blends of fine aggregate from crushed concrete and bank run sand shall be tested at the ratio to be used for the design mix testing. 3. Design mix report to meet the specifications of this Section, 1.04 "Design Requirements". The design mix shall include compressive strength tests after 48-hours and 7 days curing. 1.04 DESIGN REQUIREMENTS A Design sand-cement mixture to produce a minimum unconfined compressive strength of 100 pounds per square inch in 48 hours when compacted to a minimum 95 percent in accordance with ASTM D 558 and when cured in accordance with ASTM D 1632, and tested in accordance with ASTM D 1633. Mix shall contain a minimum of 1-1/2 sacks of cement per cubic yard. Compact mix with a moisture content on the dry side of optimum. 2.0 PRODUCTS 2.01 MATERIALS A Cement shall be Type 1 Portland cement conforming to ASTM C 150. B Sand shall be clean, durable, and meet grading requirements for fine aggregates of ASTM C 33 and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D 2487. 2. Deleterious material content: a. Clay lumps shall comprise less than 0.5 percent by ASTM C 142. b. Lightweight pieces shall comprise less than 5.0 percent by ASTM C 123. c. Organic impurities shall produce color no darker than the standard color by ASTM C 40 ASTM. 3. Plasticity index of 4 or less when tested in accordance with ASTM D 4318. C Fine aggregate,manufactured from crushed concrete meeting the quality requirements for crushed rock material in Section 02255 - Bedding, Backfill, and Embankment Materials, may be used as a complete or partial substitute for Bank Sand. The blending ratio of fine aggregate from crushed concrete and Bank Sand shall be defined "1 in the mix design report. JJ 02/2009 02252-2 of 5 CITY OF PEARLAND CEMENT STABILIZED SAND D Water shall be potable,free of oils,acids,alkalies,organic matter,or other deleterious substances,meeting requirements of ASTM C 94. 2.02 MIXING MATERIALS A Thoroughly mix sand, cement and water in proportions of the mix design using a pugmill-type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B Stamp batch ticket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. 3.0 EXECUTION 3.01 PLACEMENT AND COMPACTION A Place sand-cement mixture in 8-inch-thick loose lifts and compact to a minimum of 95 percent of ASTM D 558, unless otherwise specified on Plans. The moisture content during compaction shall be on the dry side of optimum but sufficient for hydration. Perform and complete compaction of sand-cement mixture within 4 hours after addition of water to mix at the plant. B Do not place or compact sand-cement mixture in standing or free water. 3.02 FIELD QUALITY CONTROL A Testing will be performed under provisions of Section 01450 - Testing Laboratory Services. B Mixing plant inspections will be performed periodically. Material samples will be obtained and tested in accordance with this Section, 2.01 "Materials", if there is evidence of change in material characteristic. C One sample of cement stabilized sand shall be obtained for each 150 tons of material placed per day with no less than one sample per day of production.Random samples of delivered cement stabilized sand shall be taken in the field at point of delivery in accordance with ASTM 3665.Obtain three individual samples of approximately 12 to 15 lb each from the first,middle, and last third of the truck and composite them into one sample for test purpose. D Prepare and mold four specimens (for each sample obtained) in accordance with ASTM D558,Method A,without adjusting moisture content.Samples will be molded at approximately same time material is being used,but no later than 4 hours after water is added to mix. E After molding,specimens will be removed from molds and cured in accordance with ASTM D 1632. 02/2009 02252-3 of 5 CITY OF PEARL AND CEMENT STABILIZED SAND F Specimens will be tested for compressive strength in accordance with ASTM D 1633, '--7) Method A. Two specimens will be tested at 48 hours plus or minus 2 hours and two specimens will be tested at 7 days plus or minus 4 hours. G A strength test will be average of strengths of two specimens molded from same sample of material and tested at same age. Average daily strength will be average of strengths of all specimens molded during one day's production and tested at same age. H Precision and Bias: Test results shall meet recommended guideline for precision in ASTM D 1633 Section 9. I Reporting: Test reports shall contain, as a minimum,the following information: 1. Supplier and plant number 2. Time material was batched 3. Time material was sampled 4. Test age(exact hours) 5. Average 48-hour strength 6. Average 7-day strength 7. Specification section number 8. Indication of compliance/non-compliance 9. Mixture identification 10. Truck and ticket numbers 11. The time of molding 12. Moisture content at time of molding 13. Required strength 14. Test method designations 15. Compressive strength data as required by ASTM D 1633 16. Supplier mixture identification 17. Specimen diameter and height, in. 18. Specimen cross-sectional area, sq. in. J The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. 3.03 ACCEPTANCE A Strength level of material will be considered satisfactory if: 1. The average 48-hour strength is greater than 100 psi with no individual strength test below 70 psi. 2. All 7-day individual strength tests(average of two specimens)are greater than or equal to100 psi. B Material will be considered deficient when 7-day individual strength test(average of two specimens) is less than 100 psi but greater than 70 psi. See Paragraph 3.04 Adjustment for Deficient Strength. C The material will be considered unacceptable and subject to removal and replacement at Contractors expense when individual strength test(average of two specimens)has 7-day strength less than 70 psi 02/2009 02252-4 of 5 CITY OF PEARLAND CEMENT STABILIZED SAND D When moving average of three daily 48-hour averages falls below 100 psi,discontinue shipment to project until plant is capable of producing material,which exceeds 100 psi at 48 hours. Five 48-hour strength tests shall be made in this determination with no individual strength tests less than 100 psi. E Testing laboratory shall notify Contractor,Project Manager,and material supplier by facsimile of tests indicating results falling below specified strength requirements within 24 hours. F If any strength test of laboratory cured specimens falls below the specified strength, Contractor may, at his own expense, request test of cores drilled from the area in question in accordance with ASTM C42.In such cases,three(3)cores shall be taken for each strength test that falls below the values given in 3.03.A. G Cement stabilized sand in an area represented by core tests shall be considered satisfactory if the average of three(3)cores is equal to at least 100 psi and if no single core is less that 70 psi.Additional testing of cores extracted from locations represented by erratic core strength results will be permitted. 3.04 ADJUSTMENT FOR DEFICIENT STRENGTH A When mixture produces 7-day compressive strength greater than or equal to 100 psi, then material will be considered satisfactory and bid price will be paid in full. B When mixture produces 7-day compressive strength less than 100 psi and greater than or equal to 70 psi,material shall be accepted contingent on credit in payment Compute credit by the following formula: Credit per Cubic Yard=$30.00 x 2 (100 psi-Actual psi) 100 C When mixture produces 7-day compressive strength less than 70 pounds per square inch, then remove and replace cement-sand mixture and paving and other necessary work at no cost to City. END OF SECTION 02/2009 02252-5 of 5 CITY OF PEARLAND BEDDING,BACKFILL,AND EMBANKMENT MATERIALS Section 02255 BEDDING,BACKFILL,AND EMBANKMENT MATERIALS 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 11.1b‘' E Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 2487, "Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)" b. ASTM C 142, "Standard Test Method for Clay Lumps and Friable Particles in Aggregates" c. ASTM C 123, "Standard Test Method for Lightweight Particles in Aggregate" d. ASTM C 40, "Standard Test Method for Organic Impurities in Fine Aggregates for Concrete" e. ASTM C 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" f. ASTM D 1140, "Standard Test Methods for Amount of Material in Soils Finer the No.200 (70-um) Sieve" g. ASTM C 33, "Standard Specification for Concrete Aggregates" h. ASTM C 136, "Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates" i. ASTM C 131,"Standard Test Methods for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" (111.6'\ 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: D60/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 1.16\ EMBANKMENT MATERIALS M Pea Gravel. Durable particles composed of small,smooth,rounded stones or pebbles and graded within the following limits when tested in accordance with ASTM C 136: SIEVE PERCENT PASSING 1/2" 100 3/8" 85 to 100 No. 4 10 to 30 No. 8 0 to 10 No. 16 0 to 5 N Crushed Aggregates. Crushed aggregates consist of durable particles obtained from an approved source and meeting the following requirements: 1. Materials of one product delivered for the same construction activity from a single source. 2. Non-plastic fines. 3. Los Angeles Abrasion Test wear not exceeding 45 percent when tested in accordance with ASTM C 131. 4. Crushed aggregate shall have a minimum of 90 percent of the particles retained on the No.4 sieve with 2 or more crushed faces as determined by TxDOT Tex- 460-A, Part I. 5. Crushed stone: Produced from oversize plant processed stone or gravel,sized by crushing to predominantly angular particles from a naturally occurring single source. Uncrushed gravel are not acceptable materials for embedment where crushed stone is shown on the applicable utility embedment drawing details. 6. Crushed Concrete: Crushed concrete is an acceptable substitute for crushed stone as utility backfill. Gradation and quality control test requirements are the same as crushed stone. Provide crushed concrete produced from normal weight concrete of uniform quality; containing particles of aggregate and cement material,free from other substances such as asphalt,reinforcing steel fragments,soil, waste gypsum(calcium sulfate), or debris. 7. Gradations, as determined in accordance with TxDOT Tex-110-E. PERCENT PASSING BY WEIGHT FOR PIPE SIEVE EMBEDMENT BY RANGES OF NOMINAL PIPES SIZES >15" 15" - 8" <8" 1" 95 - 100 100 - 3/4" 60- 90 90— 100 100 1/2" 25 - 60 - 90— 100 3/8" - 20—55 40- 70 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 (11111 07/2007 02255-7 of 7 (1.1h\ MILLING PAVEMENT SECTION 02500 MILLING PAVEMENT PART1 GENERAL 1.01 SECTION INCLUDES A. Milling of existing asphalt or concrete pavement surface as required for installation of pavement overlay. 1.02 MEASURMENT AND PAYMENT A. Measurement and payment for milling asphalt pavement is on a square yard basis, measured at the limits shown on the plan drawings. This shall be full compensation for labor,materials,tools, equipment and operations necessary for the work. PART2 PRODUCTS 2.01 EQUIPMENT A. The teeth of the machine shall be capable of milling concrete or asphalt as appropriate. The equipment for removing the pavement surface shall be a power operated planning machine with a minimum six-foot cutting width. For detail work and for cutting widths less than six feet,equipment with less than six-foot cutting widths will be allowed. The equipment shall be self-propelled with sufficient power,traction and stability to maintain accurate depth of cut and slope. The equipment shall be capable of cutting four inches of asphaltic concrete pavement, one inch of portland cement concrete pavement, or a combination of two inches of asphaltic concrete pavement and one half inch of portland cement concrete pavement in one continuous operation. B. The equipment shall be equipped with an approved automatic dual longitudinal grade control system and a transverse control system unless otherwise directed by the Engineer.The longitudinal controls shall be capable of operating from any longitudinal grade reference, including stringline, ski, mobile stringline, or matching shoe. The transverse controls shall have an automatic system for controlling cross slope at a given rate. C. The grade reference used by the Contractor may be of any type approved by the Engineer. Control points shall be established for the finished profile. These points shall be set at intervals not to exceed 50 feet. The Contractor shall set the grade reference from the control points. The grade reference shall have sufficient support so that the maximum deflection shall not exceed 1/16-inch between supports. D. The machine shall have a manual system providing for uniformly varying the depth of (//16\ cut while the machine is in motion,thereby making it possible to cut flush to all inlets, manholes,or other obstructions within the paved area. The speed of the machine shall be variable in order to leave the desired grid pattern. ARKK Standard 1/3/2014 02500-1 • MILLING PAVEMENT E. The machine shall be equipped with integral loading and reclaiming devices to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. The machine shall be equipped with devices to control dust created by the cutting action. F. Various machines maybe permitted to make trial runs to demonstrate the capabilities of that machine. Any machine that is incapable of meeting the requirements of this Section, in the option of the Engineer, will not be permitted. G. A street sweeper equipped with a water tank spray assembly to control dust, a pick-up broom,a gutter broom,and a dirt hopper shall be provided by the Contractor. The street sweeper shall be capable of removing cuttings and debris from the planed pavement. Other sweeping equipment may be provided in lieu of the street sweeper when approved by the Engineer in writing. H. The Contractor shall provide any other equipment and personnel necessary for proper operation of the planing machine,to minimize dust and to remove cuttings. PART3 EXECUTION 3.01 PREPARATION A. The Contractor shall not mill roadway more than 7 calendar days prior to pavement overlay construction. 3.02 MILLING A. The existing pavement to within one foot of the face of curb shall be removed for a depth of one inch or otherwise designated or shown on the drawings for milling of existing pavement. B. The pavement surface shall be removed for the length,depth and width and to the typical section shown on the drawings. The planed surfaced shall provide a satisfactory riding surface free from gouges, continuous longitudinal grooves, ridges, oil film and other imperfections of workmanship and shall have a uniform textured appearance. C. When removing an asphaltic concrete pavement from an underlying portland cement concrete pavement, all of the asphaltic concrete pavement shall be removed, leaving a uniform surface of portland cement concrete,unless otherwise directed by the Engineer. D. Any vertical or near vertical longitudinal face exceeding 1-1/4 inches in height in the pavement surface open to traffic at the end of a work period shall be sloped a minimum of 1:1. Transverse faces that are present at the end of a work period shall be tapered in a manner acceptable to the Engineer. E. Loose portland cement concrete material from the operation shall be disposed of at sites obtained by the Contractor or otherwise approved by the Engineer. All materials removed under this contract become the property of the Contractor. Contractor shall legally dispose of such removed materials. ARKK Standard 1/3/2014 02500-2 MILLING PAVEMENT F. Pavement that is not removed by the planing machine adjacent to steep curbs, inlets, manholes or other obstructions shall be removed by other methods acceptable to the Engineer. G. The pavement and curb surfaces shall be swept with a street sweeper or other sweeping equipment to remove all debris leaving a clean and presentable condition. 3.03 PROTECTION A. Damage to water valves,water meters,manholes,curbs or other improvements shall be repaired or replaced at no additional cost to the Owner. 3.04 SURFACE TEXTURE AND TESTS A. In areas where traffic will be permitted,the texture product shall be a grid pattern or any other pattern with discontinuous longitudinal striations that will provide,in the opinion of the Engineer, a satisfactory temporary riding surface. B. The surface of the pavement, after planing,shall be ready for HMAC overlay and shall be true to the established line, grade and cross section. The pavement surface, when tested with a 10-foot straightedge placed parallel to the centerline of the roadway or tested by other equivalent or acceptable means,shall not have any deviation greater than 1/8-inch in 10 feet. The deviations shall be measured from the top of the texture. Any point in the surface not meeting this requirement shall be corrected as directed by the Engineer at the Contractor's expense. END OF SECTION ARKK Standard 1/3/2014 02500-3 THERMOPLASTIC City of Pearland PAVEMENT MARKING Section 02582 THERMOPLASTIC PAVEMENT MARKING PART 1 GENERAL 1.01 SECTION INCLUDES A. Thermoplastic pavement markings. 1.02 UNIT PRICES A. Measurement,for linear pavement markings is on a linear foot basis for each width, measured in place. B. Measurement for words and symbols is on a lump sum basis for each word or symbol. C. Refer to Section 01025 — Measurement and Payment for unit price procedures. 1.03 SUBMITTALS A. Submittals shall conform to requirements of Section 01300—Submittals. B. Each container shall be clearly marked to indicate the color, weight, Type of material,manufacturer's name and the lot/batch number. PART 2 PRODUCTS A. Pavement markings are thermoplastic type marking materials that require heating to elevated temperatures for application. B. Materials shall conform to TxDOT Specification Item 666. PART 3 EXECUTION 3.01 GENERAL A. Prepare pavement surfaces and install markings in accordance with manufacturer's recommendations and TxDOT specifications. B. Accurately locate and install approved markings to conform to classes, colors,lengths, widths, and configurations indicated on Drawings. Page 1 of 2 TH1RMOPLASTIC City of Pearland PAVEMENT MARKING 3.02 PREPARATION A. Clean and repair surfaces to receive markups. Blast clean surfaces indicated on Drawings or where directed by the Engineer in accordance with requirements of Section 02581. Do not clean portland cement concrete pavements by grinding. 3.04 SURFACE INSTALLATION A. Test pavement surface for moisture content prior to application of markings. Place an approximate 2 square foot sheet of clear plastic or tar paper on road surface and hold in place for 20 minutes. Immediately inspect the sheet for build up of condensed moisture. If sufficient moisture has condensed to cause water to drip from sheet, do not apply markings. Repeat test as necessary until adequate moisture has evaporated from pavement to allow placement. B. Observe manufacturer's recommended pavement and ambient air temperature requirements for application. If manufacturer has no temperature recommendations, do not install markings if pavement temperature is below 60 degrees F or above 120 degrees F. �} C. Prime pavement surface and apply markings as recommended by manufacturer. 3.05 FIELD QUALITY CONTROL A. Pavement markings shall present a neat,uniform appearance. B. Repair or replace improperly installed markers at Contractors expense. 3.06 CLEANING A. Keep project site free of unnecessary traffic hazards at all times. B. Clean area upon completion of work and remove rubbish from work site. 3.07 WARRANTY A. Contractor shall warrant material and labor for a period of twelve months from date of installation of markings. Immediately upon notification, replace portions of pavement marking lines or legends that have lifted, shifted or spread, lost daytime color, or nighttime retro-reflectivity. END OF SECTION Page 2 of 2 CITY OF PEARLAND ADJUSTING MANHOLES,INLETS,AND VALVE BOXES Section 02633 ADJUSTING MANHOLES,INLETS,AND VALVE BOXES 1.0 GENERAL 1.01 SECTION INCLUDES A Adjusting elevation of manholes,inlets, and valve boxes to new grades. B References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 03300—Cast-in-Place Concrete 4. Section 02542—Concrete Manholes and Accessories 5. Section 02318—Excavation and Backfill for Utilities 6. Section 02910—Topsoil 7. Section 02921 —Hydromulch Seeding C Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM C 270, "Standard Specification for Mortar for Unit Masonry" 1.02 MEASUREMENT AND PAYMENT A Measurement for adjusting utilitystructures tograde is on a lumpsum basis for: J g 1. Adjusting manholes. 2. Adjusting inlets. 3. Adjusting valve boxes. B Refer to Section 01200-Measurement and Payment Procedures. C Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 2.0 PRODUCTS 2.01 CONCRETE MATERIALS A For cast in place concrete,refer to Section 03300—Cast-in-Place Concrete. B For precast concrete manhole sections and adjustment rings,refer to Section 02542— Concrete Manholes and Accessories. C For mortar mix, conform to requirements of ASTM C 270, Type S using Portland cement. 07/2006 02633-1 of 3 CITY OF PEARLAND ADJUSTING MANHOLES,INLETS,AND VALVE BOXES 2.02 CAST IRON ADJUSTING RINGS 1 A For cast iron adjusting rings, refer to Section 02542 — Concrete Manholes and Accessories. 2.03 PIPING MATERIALS A For riser pipes and fittings, refer to applicable piping materials specifications in Sections 02542—Concrete Manholes and Accessories. 3.0 EXECUTION 3.01 EXAMINATION A Examine existing structure,valve box,frame and cover or inlet box,frame and cover or inlet,and piping and connections for damage or defects that would affect adjustment to grade. Report such damage or defects to the Engineer. 3.02 ESTABLISHING GRADE A Coordinate grade related items with existing grade and finished grade or paving,and relate to established bench mark or reference line. 3.03 ADJUSTING MANHOLES AND INLETS A Elevation of manhole or inlet can be raised using precast concrete rings or metal adjusting rings. Use of brick for adjustment to grade is prohibited. Elevation of manhole or inlet can be lowered by removing existing masonry,adjusting rings or the top section of the barrel below the new elevation and then rebuilding or raising the elevation to the proper height. B Grout inside and outside adjusting ring joints. C Salvage and reuse cast iron frame and cover or grate. D Protect or block off manhole or inlet bottom using wood forms shaped to fit so that no debris or soil falls to the bottom during adjustment. E Set the cast iron frame for the manhole cover or grate in a full mortar bed and adjust to the established elevation. In streets, adjust covers to be flush to 1/8 inch above pavement. F Verify that manholes and inlets are free of visible leaks as a result of reconstruction. Repair leaks in a manner subject to the Engineer's approval. 3.04 ADJUSTING VALVE BOXES A If usable, salvage and reuse valve box and surrounding concrete block. 07/2006 02633-2 of 3 CITY OF PEARLAND ADJUSTING MANHOLES,INLETS,AND VALVE BOXES B Remove and replace 6 inch ductile iron riser pipe with suitable length for depth of cover required to establish the adjusted elevation to accommodate actual finish grade. C Reinstall in-kind adjustable valve box and riser piping plumbed in vertical position. Provide minimum 6 inches telescoping freeboard space between riser pipe top butt end and interior contact flange of valve box for vertical movement damping. D After valve box has been set, aligned, and adjusted so that top lid is level with final grade, pour a 24 inch by 24 inch by 8 inch thick concrete pad around valve box. Center valve box horizontally within concrete slab. 3.05 BACKFILL AND GRADING A Backfill the area of excavation surrounding each adjusted manhole, inlet, and valve box and compact according to requirements of Section 02318 — Excavation and Backfill for Utilities. B Grade the ground surface to drain away from each manhole and valve box. Place earth fill around manholes to the level of the upper rim of the manhole frame. Place earth fill around the valve box concrete block. C In unpaved areas,grade surface at a uniform slope of 1 to 5 from the manhole frame to natural grade. Provide a minimum of 4 inches of topsoil conforming to requirements of Section 02910—Topsoil and seed in accordance with Section 02921—Hydromulch (011`,. Seeding. END OF SECTION 07/2006 02633-3 of 3 CITY OF PEARLAND BASE COURSE rah\ FOR PAVEMENT Section 02710 BASE COURSE FOR PAVEMENT 1.0 GENERAL 1.01 SECTION INCLUDES A. Base course of crushed stone, recycled crushed concrete base, cement-stabilized crushed stone,cement-stabilized bank-run gravel,recycled crushed stone and hot mix asphalt base course. B. References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350-Submittals 3. Section 01450—Testing Laboratory Services 4. Section 02742—Prime Coat C. Referenced Standards: (611.1h\ 1. American Society for Testing and Materials(ASTM) a. ASTM C 131,"Standard Test Methods for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" b. ASTM D 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils" c. ASTM C 150,"Standard Specification for Portland Cement" d. ASTM C 33,"Standard Specification for Concrete Aggregates" e. ASTM D 1557, "Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort" f. ASTM D 1556,"Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method" g. ASTM D 2922, "Standard Test Method for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth)" h. ASTM D 3017,"Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth)" 2. Texas Department of Transportation(TxDOT) a. Tex-101-E,"Preparing Soil and Flexible Base Materials for Testing" b. Tex-110-E,"Particle Analysis of Soils" c. Tex-120-E, "Soil-Cement Testing" d. Tex-106-E,"Calculating the Plasticity Index of Soils" e. Tex-203-F,"Sand Equivalent Test" 5/2013 02710-1 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT f. Tex-126-E,"Molding,Testing,and Evaluating Bituminous Black Base Material" g. Tex-204-F, "Design of Bituminous Mixtures" h. Tex-208-F, "Test for Stabilometer Value of Bituminous Material" i. Tex-227-F, "Theoretical Maximum Specific Gravity of Bituminous Mixtures" j. Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges, 2004 Adoption 1) Item 340, "Dense-Graded Hot-Mix Asphalt(Method)" 1.02 MEASUREMENT AND PAYMENT A. Measurement for base course is on a square yard basis. Separate measurement will be made for each different required thickness of base course. B. When required by Section 01100—Summary of Work,unit price adjustments shall be made for insufficient in-place depth determined by cores as follows: 1. Adjusted unit price shall be reduced by a ratio of average thickness determined by cores to thickness bid upon,times unit price bid. 2. Adjustment shall apply to lower limit of 90 percent of unit price bid. C. Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B. Submit samples of crushed stone,gravel,crushed concrete and soil binder for testing. C. Submit weight tickets,certified by supplier,with each bulk delivery of cement to work site. D. Submit manufacturer's description and characteristics for pug mill and associated equipment, spreading machine, and compaction equipment for approval. E. Submit manufacturing description and characteristics of spreading and finishing machine for approval. 1.04 TESTING A. Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the 5/2013 02710-2 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT provisions of Section 01450—Testing Laboratory Services and as specified in this Section. 1.05 DELIVERY,STORAGE,AND HANDLING A. Stockpiles shall be made up of layers of processed aggregate materials. Load material by making successive vertical cuts through entire depth of stockpile. Comply with applicable requirements of Section 01600 — Material and Equipment and Section 02255—Bedding,Backfill, and Embankment Material. 2.0 PRODUCTS 2.01 CRUSHED STONE FLEXIBLE BASE COURSE A. Crushed Stone: Material retained on the No. 40 Sieve meeting the following requirements: 1. Durable particles of crusher-run broken limestone,sandstone,gravel or granite obtained from an approved source. 1111111. 2. Los Angeles abrasion test percent of wear not to exceed 40 when tested in accordance with ASTM C 131. B. Soil Binder: Material passing the No. 40 Sieve meeting the following requirements when tested in accordance with ASTM D 4318: 1. Maximum Liquid Limit: 40. 2. Maximum Plasticity Index: 12. 3. Maximum Lineal Shrinkage:7(when calculated from volumetric shrinkage at liquid limit). C. Mixed Materials shall meet the following requirements: 1. Minimum compressive strength of 35 psi at 0 psi lateral pressure and 175 psi at 15 psi lateral pressure using triaxial testing procedures. 2. Grading in accordance with Tex-101-E and Tex-110-E within the following limits: SIEVE PERCENT RETAINED 1 3/4-inch 0 to 10 No. 4 45 to 75 No. 40 60 to 85 5/2013 02710-3 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT '7 2.02 CEMENT STABILIZED BASE COURSE A. Cement: ASTM C 150 Type I;bulk or sacked. B. Water: Clean; clear; and free from oil, acids, alkali,or vegetable matter. C. Crushed Stone: material retained on the No. 40 Sieve meeting the following requirements: 1. Durable particles of crusher-run broken limestone obtained from an approved source. 2. Los Angeles abrasion test percent of wear not to exceed 40 when tested in accordance with ASTM C 131. D. Gravel: Durable particles of bank-run gravel or processed material. E. Soil Binder: Material passing the No. 40 Sieve meeting the following requirements when tested in accordance with ASTM D 4318: 1. Maximum Liquid limit: 35. 2. Maximum Plasticity index: 10. F. Mixed aggregate and soil binder shall meet the following requirements: 1. Grading in accordance with Tex-101-E and Tex-110-E within the following limits: PERCENT RETAINED SIEVE CRUSHED PROCESSED GRAVEL BANKRUN STONE GR.1 GR.2 GRAVEL 1 3/4-inch 0 to 10 0 to 5 - 0 to 5 1/2-inch - - 0 - No. 4 45 to 75 30 to 75 15 to 35 30 to 75 No. 40 55 to 80 60 to 85 55 to 85 65 to 85 2. Obtain prior permission from Engineer for use of additives to meet above requirements. G. Cut back asphalt: MC30 conforming to requirements of Section 02742—Prime Coat. H. Emulsified petroleum resin: EPR-1 Prime conforming to requirements of Section 02742—Prime Coat. 5/2013 02710-4 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT I. Design mix for minimum average compressive g p strength of 200 psi at 48 hours using Tex-120-E unconfined compressive strength testing procedures. Provide minimum cement content of 1-1/2 sacks, weighing 94 pounds each,per ton of mix. J. Increase cement content if average compressive strength of tests on field samples fall below 200 psi. Refer to Part 3 concerning field samples and tests. K. Mix in stationary pug mill equipped with feeding and metering devices which shall add specified quantities of base material, cement, and water into mixer. Dry mix base material and cement sufficiently to prevent cement balls from forming when water is added. L. Resulting mixture shall be homogeneous and uniform in appearance. 2.03 CEMENT-STABILIZED RECYCLED CRUSHED CONCRETE BASE (RCCB) COURSE A. System Description: Provide RCCB with following performance: 1. Minimum 5 percent cement. 2. Minimum Compressive Strength: 650 psi at 7 days following TxDOT Tex- 3. 120-E. Prepare concrete product in an on-or off-site pug mill,or in an on-or off-site portable concrete mixer. B. Preliminary Design: Prepare preliminary mix for 4 cement ratios; 5, 6, 7 and 8 percent. 1. Designate source of concrete for crushing. 2. Results of compression tests will be used by Engineer to select the final mix design. C. Cement:ASTM C 150 Type I,II or III;bulk or sacked. D. Water:Potable. E. Aggregate: Recycled Crushed Concrete:Material retained on the No. 40 Sieve, and durable coarse particles of crusher-run reclaimed cured Portland cement concrete, obtained from an approved source. Organic material is prohibited. F. Soil Binder (classified below): Meeting the following requirements when tested following TxDOT Tex-106-E: 1. Maximum Liquid Limit: 35 2. Maximum Plasticity Index: 10 5/2013 02710-5 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT G. Mixed Aggregate and Soil Binder: Grading following Tex-101-E and Tex-110-E within the following limits: SIEVE PERCENT RETAINED 1 3/4-inch 0 to 10 No. 4 45 to 75 No.40 55 to 80; classified as"Soil Binder" 1. Obtain prior permission from Engineer for use of additives to meet above requirements. H. Asphaltic Seal Cure: 1. Use following as Contractor's option to curing by sprinkling,at no additional cost or time. 2. Cut-back asphalt: MC30 following Section 02742—Prime Coat. 3. Emulsified petroleum resin: EPR-1 Prime following Section 02742—Prime Coat. Material Mix and Mixing Equipment 1. Design mix for minimum compressive strength of 650 psi at 7 days following Tex-120-E unconfined compressive strength. 2. Cement Ratio: If compressive strength of field samples of installed products fails to meet strength requirements above, increase cement content in one percent increments up to a maximum of 8 percent. 3. Mix according to the requirement s of this Section, 2.03A, with metering devices adding specified quantities of crushed concrete,cement,and water into mixer. Dry mix crushed concrete and cement to prevent cement balls from forming when water is added. Produce homogeneous and uniformly mixed product. 2.04 HOT MIX ASPHALT BASE COURSE (BLACK BASE) A. Coarse Aggregate: Gravel or crushed stone,or combination thereof that is retained on No. 10 sieve, uniform in quality throughout and free from dirt, organic, or other injurious matter occurring either free or as coating on aggregate. Aggregate shall conform to ASTM C 33 except for gradation. Furnish rock or gravel with Los Angeles abrasion loss not to exceed 40 percent by weight when tested in accordance with ASTM C 131. 5/2013 02710-6of12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT B. Fine Aggregate: Sand or stone screenings, or combination thereof,passing No. 10 sieve. Aggregate shall conform to ASTM C 33 except for gradation. Use sand composed of sound,durable stone particles free from loams or other injurious foreign matter. Furnish screenings of same or similar material as specified for coarse aggregate. Plasticity index of that part of fine aggregate passing No.40 sieve shall be not more than 6 when tested by Tex-106-E. Sand equivalent shall have a minimum value of 45 when tested by Tex-203-F. C. Composite Aggregate: Conform to the grading limits of TxDOT Item 340 for the paving type indicated on the Plans. D. Asphaltic Material: Moisture-free homogeneous material which will not foam when heated to 347°F,meeting the following requirements: VISCOSITY GRADE TEST AC-10 AC-20 min. max. min. max. Viscosity, 140°F stokes 1000 f 200 2000 ±400 Viscosity, 275°F stokes 1.9 - 2.5 - Penetration, 77°F, 100 g, 5 sec. 85 - 55 - Flash Point, C.E.C.,F. 450 - 450 - Solubility in trichloroethylene,percent 99.0 - 99.0 - Tests on residues from thin film oven tests: Viscosity, 140°F stokes - 3000 - 6000 Ductility, 77°F, 5 cms per min.,cms 70 - 50 Spot tests Negative for all 1. Material shall not be cracked. 2. Engineer will designate grade of asphalt to use after design tests have been made. Use only one grade of asphalt after grade is determined by test design for project. E. Mixing Plant: Weight-batching or drum mix plant with capacity for producing continuously mixtures meeting specifications. Plant shall have satisfactory conveyors, power units,aggregate handling equipment,hot aggregate screens and bins,and dust collectors. Provide equipment to supply materials adequately in accordance with rated capacity ofplant and produce finished material within specified tolerances. Following equipment is essential: 1. Cold aggregate bins and proportioning device 2. Dryer 3. Screens 5/2013 02710-7 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT 4. Aggregate weight box and batching scales 5. Mixer 6. Asphalt storage and heating devices 7. Asphalt measuring devices 8. Truck scales F. Bins: Separate aggregate into minimum of four bins to produce consistently uniform grading and asphalt content in completed mix. G. Mix: Employ and pay certified testing laboratory to prepare design mixes. Test in accordance with Tex-126-E,Tex-204-F, Tex-208-F, and Tex-227-F. H. Density and Stability Requirements: PERCENT DENSITY PERCENT HVEEM STABILITY PERCENT MIN MAX OPTIMUM NOT LESS THAN 95 99 97 35 I. Proportions for Asphaltic Material:As specified in TxDOT Item 340 for the mix type shown on the Plans. 3.0 EXECUTION 3.01 EXAMINATION A. Verify compacted subgrade is ready to support imposed loads. B. Verify lines and grades are correct. 3.02 PLACEMENT A. Do not mix and place cement stabilized base when temperature is below 40°F and falling. Base may be placed when temperature taken in shade and away from artificial heat is above 35°F and rising. B. Place material on prepared subgrade in uniform layers to produce thickness indicated on Plans. Depth of layers shall not exceed 8 inches. Do not dump material in piles or windrows. C. Spread with approved spreading machine. Conduct spreading so as to eliminate planes of weakness or pockets of non-uniformly graded material resulting from hauling and dumping operations. 5/2013 02710-8 of 12 CITY OFPEARLAND BASE COURSE FOR PAVEMENT D. Provide construction joints between new material and stabilized base that has been in place 4 hours or longer. Joints shall be approximately vertical. Form joint with a temporary header or make vertical cut of previous base immediately before placing subsequent base. E. Use only one longitudinal joint at center line under main lanes and shoulder. Do not use longitudinal joints under frontage roads and ramps. F. Place base so that projecting reinforcing steel from curbs remain at approximate center of base. Secure a firm bond between reinforcement and base. G. Do not place asphaltic base when air temperature is below 50 F and falling. Base may be placed when air temperature taken in shade and away from artificial heat is above 40 F and rising. H. Haul prepared and heated asphaltic concrete mixture to project in tight vehicles previously cleaned of foreign material. Mixture shall be at temperature between 250° F and 325°F when laid. I. Spread material into place with approved mechanical spreading and finishing machine of screening or tamping type. Use track-mounted fmish machine to place base course directly on earth subgrade. J. Place base courses 4 inches or greater in thickness in two or more layers,each having compacted thickness of not greater than 4 inches. Spread all lifts. Attain smooth course of uniform density to section,line and grades as indicated on Plans. K. Place courses as nearly continuously as possible. Pass roller over unprotected ends of freshly laid mixture only when mixture has become cooled. When work is resumed, cut back laid material to produce slightly beveled edge for full thickness of course. Remove old material which has been cut away and lay new mix against fresh cut. L. When new asphalt/concrete is laid against existing asphalt, existing asphalt/concrete shall be saw cut full depth to provide straight smooth joint. M. In restricted areas where use of paver is impractical, spread and finish asphalt by mechanical compactor. Use wood or steel forms,rigidly supported to assure correct grade and cross section. Carefully place materials to avoid segregation of mix. Do not broadcast material. Remove any lumps that do not break down readily. Place asphalt courses in same sequence as if placed by machine. 3.03 COMPACTION A. Start compaction as soon as possible but not more than 60 minutes from start of moist mixing. Compact loose mixture with approved tamping rollers until entire depth is uniformly compacted. Do not allow stabilized base to mix with underlying material. 5/2013 02710-9 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT B. Correct irregularities or weak spots immediately by replacing material and recompacting. C. Apply water to maintain moisture between optimum and 3 percent above optimum moisture as determined by ASTM D 1557. Mix in with a spiked tooth harrow or equal. Reshape surface and lightly scarify to loosen imprints made by equipment. D. Remove and reconstruct sections where average moisture content exceeds ranges specified at time of final compaction. E. Finish by blading surface to final grade after compacting final course. Seal with approved pneumatic tired rollers which are sufficiently light to prevent surface hair line cracking. Rework and recompact at areas where hair line cracking develops. F. Compact to minimum density of 95 percent of modified Proctor density at a moisture content of treated material between optimum and 3 percent above optimum as determined by ASTM D 1557,unless otherwise indicated on the Plans. G. Maintain surface to required lines and grades throughout operation. 3.04 CURING A. Moist cure for minimum of 7 days before adding pavement courses. Restrict traffic on base to local property access. Keep subgrade surface damp by sprinkling. B. If indicated on Plans,cover base surface with a curing membrane as soon as finishing operation is complete. Apply with approved self-propelled pressure distributer at following rates, or as indicated on Plans: 1. MC30: 0.1 gallon per square yard. 2. EPR-1 Prime: 0.15 gallon per square yard. C. Do not use cutback asphalt during the period of April 16 to September 15. 3.05 TOLERANCES A. Completed surface shall be smooth and conform to typical section and established lines and grades. B. Top surface of base course: Plus or minus 1/4 inch in cross section, or in 16 foot length. 5/2013 02710- 10 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT 3.06 FIELD QUALITY CONTROL A. At the direction of the Engineer, a minimum of one core will be taken at random locations per 1,000 linear feet per lane of roadway or 500 square yards of base to determine in-place depth. B. Contractor may, at his own expense, request additional cores in the vicinity of cores indicating nonconforming in-place depths. If the average of the tests falls below the required depth,place and compact additional material at no cost to the Owner. C. Compaction Testing will be performed in accordance with ASTM D 1556 or ASTM D 2922 and ASTM D 3017 at a random location near each depth determination core. Rework and recompact areas that do not conform to compaction requirements at no additional cost to the Owner. D. Fill cores and density test sections with new compacted cement stabilized base. 3.07 NONCONFORMING PAVEMENT A. Recompact pavement sections not meeting specified densities or replace them with new asphaltic concrete material. Replace with new material,sections of base course not meeting surface test requirements or having unacceptable surface texture. Patch asphalt pavement sections in accordance with procedures established by Asphalt Institute. B. Remove and replace areas of asphaltic concrete base course found by cores to be deficient in thickness by more than 10 percent at no cost to Owner. Use new asphaltic concrete base material of thickness shown on Plans. C. Areas of asphaltic concrete base course found by cores to be deficient in thickness by less than 10 percent shall be remedied at the Owner's direction by one of the following methods: 1. Remove and replace using new asphaltic concrete base material of thickness shown on Plans and in accordance with the requirements of this Section at no cost to Owner. 2. Reduce the Unit Price by the ratio of the average thickness (as determined by cores)to the thickness required. D. No adjustments will be made for excess thickness. 3.08 PROTECTION OF THE WORK A. Maintain stabilized base in good condition until completion of work. Repair defects immediately by replacing base to full depth. 5/2013 02710-11 of 12 CITY OF PEARLAND BASE COURSE FOR PAVEMENT B. Protect the asphalt membrane,if used,from being picked up by traffic. The membrane may remain in place when proposed surface courses or other base courses are to be applied. END OF SECTION J 5/2013 02710- 12 of 12 SPECIAL PROVISION TO SECTION 02741 SPECIAL PROVISION TO SECTION 02741—ASPHALTIC CONCRETE PAVEMENT 1. Section 02741,Asphaltic Concrete Pavement, Replace Items 1.02 (A)with the following: 1.02 A. Measurement for Hot Mix Asphalt Concrete for Asphalt Overlay shall be by the ton. END OF SECTION r' (IIII \ SPECIAL PROVISION TO 02741-1 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT (11. \ Section 02741 ASPHALTIC CONCRETE PAVEMENT 1.0 GENERAL 1.01 SECTION INCLUDES A. Surface courses of compacted mixture of coarse and fine aggregates and asphaltic material. B. References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350 -Submittals 3. Section 01450—Testing Laboratory Services 4. Section 02742—Prime Coat 5. Section 02743—Tack Coat C. Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM C 33, "Standard Specification for Concrete Aggregates" b. ASTM C 131,"Standard Test Methods for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" 2. Texas Department of Transportation(TxDOT) a. Tex-106-E, "Calculating the Plasticity Index of Soils" b. Tex-203-F, "Sand Equivalent Test" c. Tex-126-E,"Molding,Testing,and Evaluating Bituminous Black Base Material" d. Tex-204-F, "Design of Bituminous Mixtures" e. Tex-208-F,"Test for Stabilometer Value of Bituminous Material" f. Tex-207-F, "Determining Density of Compacted Bituminous Mixtures" g. Tex-227-F, "Theoretical Maximum Specific Gravity of Bituminous Mixtures" h. Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges,2004 Adoption 1) Item 340,"Dense-Graded Hot-Mix Asphalt(Method)" 5/2013 02741 - 1 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT 1.02 MEASUREMENT AND PAYMENT A. Measurement for asphaltic concrete pavement is on square yard basis. Separate measurement will be made for each different required thickness of pavement. B. Payment for asphaltic concrete pavement includes all labor and materials required to complete placement as indicated on Plans. C. Refer to Section 01200—Measurement and Payment Procedures. D. Refer to this Section,3.07"Noncomforming Pavement"for unit price adjustments for deficient thickness. 1.03 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350— Submittals. B. Submit certificates that asphaltic materials and aggregates meet requirements of this Section. C. Submit proposed design mix and test data for each type and strength of surface course in Work. D. Submit manufacturer's description and characteristics of mixing plant for approval. E. Submit manufacturer's description and characteristics of spreading and finishing machine for approval. 1.04 TESTING A. Testing and analysis of product quality, material sources, or field quality shall be performed by an independent testing laboratory provided by the Owner under the provisions of Section 01450—Testing Laboratory Services and as specified in this Section. 2.0 PRODUCTS 2.01 MATERIALS A. Coarse Aggregate:Crushed stone or gravel or combination thereof,that is retained on No. 10 sieve, uniform in quality throughout and free from dirt, organic or other injurious matter occurring either free or as coating on aggregate. Aggregate shall conform to ASTM C 33 except for gradation. Furnish rock or gravel with Los Angeles 5/2013 02741 -2 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT abrasion loss not to exceed 40 percent by weight when tested in accordance with ASTM C 131. B. Fine Aggregate: Sand or stone screenings or combination of both passing No. 10 sieve. Aggregate shall conform to ASTM C 33 except for gradation. Use sand composed of sound,durable stone particles free from loams or other injurious foreign matter. Furnish screenings of same or similar material as specified for coarse aggregate. Plasticity index of that part of fine aggregate passing No.40 sieve shall be not more than 6 when tested by Tex-106-E. Sand equivalent shall have a minimum value of 45 when tested by Tex-203-F. C. Composite Aggregate: Conform to the grading limits of TxDOT Item 340 for the paving type indicated on the Plans. D. Asphaltic Material: Moisture-free homogeneous material which will not foam when heated to 347°F,meeting following requirements: VISCOSITY GRADE TEST AC-10 AC-20 MIN. MAX. MIN. MAX. Viscosity, 140°stokes 1000 +200 2000 +400 Viscosity, 275°stokes 1.9 - 2.5 - Penetration, 77°, 100 g, 5 sec. 85 - 55 - Flash Point, C.O.C.,F. 450 - 450 - Solubility in trichloroethylene,percent 99.0 - 99.0 - Tests on residues from thin film oven tests: Viscosity, 140°stokes - 3000 - 6000 Ductility, 77°, 5 cms per min.,cms 70 - 50 - Spot tests Negative for all grades 1. Material shall not be cracked. 2. The Engineer will designate grade of asphalt to use after design tests have been made. Use only one grade of asphalt after grade is determined by test design for project. 2.02 EQUIPMENT A. Mixing Plant: Weight-batching or drum mix plant with capacity for producing fir•, continuously mixtures meeting specifications. Plant shall have satisfactory conveyors, power units,aggregate handling equipment,hot aggregate screens and bins,and dust 5/2013 02741-3 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT collectors. Provide equipment to supply materials adequately in accordance with rated capacity of plant and produce finished material within specified tolerances. Following equipment is essential: 1. Cold aggregate bins and proportioning device. 2. Dryer. 3. Screens. 4. Aggregate weight box and batching scales. 5. Mixer. 6. Asphalt storage and heating devices. 7. Asphalt measuring devices. 8. Truck scales. B. Bins: Separate aggregate into minimum of four bins to produce consistently uniform grading and asphalt content in completed mix. 2.03 MIXES A. Employ and pay certified testing laboratory to prepare design mixes. Test in accordance with Tex-126-E or Tex-204-F and Tex-208-F. B. Density and Stability Requirements: PERCENT DENSITY PERCENT HVEEM STABILITY PERCENT nJ, max. OPTIMUM NOT LESS THAN 95 99 97 35 C. Proportions for Asphaltic Material: As specified in TxDOT Item 340 for the paving type shown on the Plans. 3.0 EXECUTION 3.01 EXAMINATION A. Verify compacted base course is ready to support imposed loads. B. Verify lines and grades are correct. 3.02 PREPARATION A. Prime Coat: If indicated on the Plans,apply a prime coat conforming to requirements of Section 02742—Prime Coat. Do not apply a tack coat until primed base has cured ^� to satisfaction of the Engineer. 5/2013 02741 -4 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT B. Tack Coat: Conform to requirements of Section 02743 — Tack Coat. Where the mixture will adhere to the surface on which it is,to be placed without use of a tack coat,tack coat may be eliminated if approved by the Engineer. C. Do not use cutback asphalt during the period of April 16 to September 15. 3.03 PLACEMENT A. Do not place asphaltic mixture in rain or when air temperature is below 50° F and falling. Mixture may be placed when air temperature taken in shade and away from artificial heat is above 40 F and rising. B. Haul prepared and heated asphaltic concrete mixture to the project in tight vehicles previously cleaned of foreign material. Mixture shall be at temperature between 250° F and 325°F when laid. C. Spread material into place with approved mechanical spreading and finishing machine of screening or tamping type. Use track-mounted finish machine to place base course directly on earth subgrade. D. Surface Course Material: Surface course 2 inches or less in thickness maybe spread in one lift. Spread all lifts in such manner that,when compacted,finished course will be /1/6"`, smooth,of uniform density,and will be to section,line and grade as shown.Coincide construction joints on surface courses with lime lines,or as directed by the Engineer. E. Place courses as nearly continuously as possible. Pass roller over unprotected ends of freshly laid mixture only when mixture has cooled. When work is resumed,cut back laid material to produce slightly beveled edge for full thickness of course. Remove old material which has been cut away and lay new mix against fresh cut. F. When new asphalt is laid against existing or old asphalt mat, existing or old asphalt shall be saw cut full depth to provide straight smooth joint. G. In restricted areas where use of paver is impractical, spread and finish asphalt by mechanical compactor. Use wood or steel forms,rigidly supported to assure correct grade and cross section. Carefully place materials to avoid segregation of mix. Do not broadcast material. Remove any lumps that do not break down readily. Place asphalt courses in same sequence as if placed by machine. 3.04 COMPACTION A. Begin rolling while pavement is still hot and as soon as it will bear roller without undue displacement or hair cracking. Keep wheels properly moistened with water to prevent adhesion of surface mixture. Do not use excessive water. 5/2013 02741-5 of 7 CITY OF PEARLAND ASPHALTIC CONCRETE PAVEMENT hl and uniformly, first with power-driven, 3-wheel, or B. Compress surface thoroughly y, tandem rollers weighing from 8 to 10 tons. Obtain subsequent compression by starting at side and rolling longitudinally toward center of pavement,overlapping on successive trips by at least one-half width of rear wheels. Make alternate trips slightly different in length. Continue rolling until no further compression can be obtained and all rolling marks are eliminated. Complete all rolling before mixture temperature drops below 175 F. C. Use tandem roller for final rolling. Double coverage with approved pneumatic roller on asphaltic concrete surface is acceptable after flat wheel and tandem rolling has been completed. D. Along walls,curbs,headers and similar structures,and in all locations not accessible to rollers, compact mixture thoroughly with lightly oiled tamps. E. Compact binder course and surface course to density not less than 93 percent of the maximum possible density of voidless mixture composed of same materials in like proportions. 3.05 TOLERANCES A. Furnish templates for checking surface in finished sections. Maximum deflection of templates,when supported at center, shall not exceed 1/8 inch. B. Completed surface,when tested with 10-foot straightedge laid parallel to center line of pavement,shall show no deviation in excess of 1/8 inch in 10 feet. Correct any surface not meeting this requirement. 3.06 FIELD QUALITY CONTROL A. At the direction of the Engineer, minimum of one core may be taken at random locations per 1,000 feet per lane of roadway or 500 square yards of asphalt concrete pavement to determine in-place depth and density. B. In-place density will be determined in accordance with Tex-207-F and Tex-227-F from cores or sections of asphaltic base located near each core. Other methods of determining in-place density,which correlate satisfactorily with results obtained from roadway specimens,may be used when approved by the Engineer. C. Contractor may,at his own expense,request three additional cores in vicinity of cores indicating nonconforming in-place depths. In-place depth at these locations shall be average depth of four cores. D. Fill cores and density test sections with new compacted asphaltic concrete pavement. 5/2013 02741-6 of 7 CITY OF PEARLAIVD ASPHALTIC CONCRETE PAVEMENT 3.07 NONCONFORMING PAVEMENT A. Recompact pavement sections not meeting specified densities or replace them with new asphaltic concrete material. Replace with new material sections of surface course pavement not meeting surface test requirements or having unacceptable surface texture. Patch asphalt pavement sections in accordance with procedures established by Asphalt Institute. B. Remove and replace areas of asphaltic concrete pavement found by cores to be deficient in thickness by more than 10 percent at no cost to Owner. Use new asphaltic concrete pavement of thickness shown on Plans. C. Areas of asphaltic concrete pavement found by cores to be deficient in thickness by less than 10 percent shall be remedied at the Owner's direction by one of the following methods: 1. Remove and replace using new asphaltic concrete pavement of thickness shown on Plans and in accordance with the requirements of this Section at no cost to Owner. 2. Reduce the Unit Price by the ratio of the average thickness(as determined by cores)to the thickness required. D. No adjustments will be made for excess thickness. 3.08 PROTECTION OF THE WORK A. Do not open pavement to traffic until 12 hours after completion of rolling,or as shown on Plans. B. Maintain asphaltic concrete pavement in good condition until completion of Work. C. Repair defects immediately by replacing asphaltic concrete pavement to full depth at no cost to Owner. END OF SECTION 5/2013 02741 -7 of 7 CITY OF PEARLAND PRIME COAT (1111'6\ Section 02742 PRIME COAT 1.0 GENERAL 1.01 SECTION INCLUDES A. Prime coat for asphaltic concrete paving B. References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 1.02 MEASUREMENT AND PAYMENT A. Unless indicated as a Bid Item,no separate payment will be made for prime coat under this Section. Include cost in Bid Items for which this Work is a component. B. If prime coat is included as a Bid Item,measurement will be based on the units shown in Section 00300—Bid Proposal and in accordance with Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350— Submittals. B. Submit product data for proposed prime coat. C. Submit report of recent calibration of distributor. 2.0 PRODUCTS 2.01 CUTBACK ASPHALT A. Provide moisture-free homogeneous material which will not foam when heated to 347° F and which meets following requirements: 1. Asphalt material for prime coat shall be MC-30 or MC-70 and shall meet following requirements: 5/2013 02742- 1 of 4 CITY OF PEARLAND PRIME COAT TYPE-GRADE MC-30 MC-70 PROPERTIES MIN, MAX, MIN. MAX. Water,percent --- 0.2 --- 0.2 Flash Point,T.O.C.,°F 100 --- 100 --- Kinematic Viscosity at 140°F, cst 30 60 70 140 2. Distillate shall be as follows,expressed as percent by volume of total distillate to 680°F: MC-30 MC-70 MIN. MAX. MIN. MAX. to 437°F --- 25 --- 20 to 500°F 40 70 20 60 to 600°F 75 93 65 90 /-11) Residue from 680°F Distillation, Volume,percent 50 --- 55 --- 3. Tests on Distillation Residue: MC-30 MC-70 MIN. MAX. MIN. MAX. Penetration at 77°F, 100g,5 sec. 120 250 120 250 Ductility at 77°F, 5 cm/min. cms 100* --- 100* --- Solubility in trichloroethylene, % 99 --- 99 --- Spot Test All Negative * If penetration of residue is more than 200 and ductility at 77°F is less than 100 cm,material will be acceptable if its ductility at 60°F is more than 100. 5/2013 02742-2 of 4 CITY OF PEARLAND PRIME COAT ("lb\ 2.02 EMULSIFIED PETROLEUM RESIN A. EPR-1 Prime: Slow curing emulsion of petroleum resin and asphalt cement conforming to the following requirements: PROPERTIES MIN. MAX. Fural Viscosity at 77°F, sec 14 40 Residue by Evaporation,%by weight 60 - Sieve Test, % - 0.1 Particle Charge Test Positive Tests on the Distilation Residue: Flash Point, COC (F) 400 - Kinematic Viscosity @ 140°F(cSt) 190 350 B. For use,EPR-1 may be diluted with water up to a maximum of three parts water to one part EPR-1 in order to achieve the desired concentration of residual resin/asphalt and facilitate application. 3.0 EXECUTION 3.01 EXAMINATION CIP \ A. Verify base is ready to support imposed loads. B. Verify lines and grades are correct. 3.02 PREPARATION A. Thoroughly clean base course surface of loose material by brooming prior to application of prime coat. B. Prepare sufficient base in advance of paving for efficient operations. 3.03 APPLICATION,GENERAL A. Apply prime coat with approved type of self-propelled pressure distributor. Distribute prime coat evenly and smoothly under pressure necessary for proper distribution. B. Keep all storage tanks,piping,retorts,booster tanks and distributors used in handling asphaltic materials clean and in good operating conditions. Conduct operations so that asphaltic material does not become contaminated. C. If yield of asphaltic material appears to be in error, recalibrate distributor prior to continuing Work. (11"k\ 5/2013 02742-3 of 4 CITY OF PEARLAND PRIME COAT D. Maintain the surface until Work is accepted by Owner. 3.04 APPLICATION,CUTBACK ASPHALT A. Do not use cutback asphalt during the period of April 16 to September 15. B. Do not place prime coat in rain or when air temperature is below 60°F and falling. Materials may be placed when air temperature taken in shade and away from artificial heat is above 50°F and rising. C. Distribute at rate of 0.25 to 0.35 gallons per square yard. D. Provide all necessary facilities for determining temperature of asphaltic material in all heating equipment and in distributor, for determining rate of application, and for obtaining uniformity at junction of two distributor loads. Provide and maintain in good working order,recording thermometer at storage heating unit at all times. E. Temperature of application shall be based on temperature-viscosity relationship that will permit application of asphalt with viscosity of 100 to 125 centistokes. Maintain asphalt within 15°F of temperature required to meet viscosity. Selected temperature shall be within following range: PRIME COAT TYPE MINIMUM(°F) MAXIMUM(°F) MC-30 70 150 MC70 125 175 F. Do not allow temperature of MC-30 to exceed 175°F at any time. G. Do not allow temperature of MC-70 to exceed 200°F at any time. 3.05 APPLICATION,EMULSIFIED PETROLEUM RESIN A. Do not place prime coat in rain or when air temperature is below 36°F and falling. B. Distribute at rate of 0.15 to 0.25 gallons per square yard. 3.06 PROTECTION OF THE WORK A. No traffic or placing of subsequent courses shall be permitted over freshly applied prime coat until authorized by the Engineer. END OF SECTION 5/2013 02742-4 of 4 CITY OF PEARLAND TACK COAT Section 02743 TACK COAT 1.0 GENERAL 1.01 SECTION INCLUDES A. Tack coat for asphaltic concrete paving. B. References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350 -Submittals C. Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 244, "Standard Test Methods and Practices for Emulsified Asphalts" 1.02 MEASUREMENT AND PAYMENT A. Unless indicated as a Bid Item,no separate payment will be made for tack coat under this Section. Include cost in Bid Items for which this Work is a component. B. If tack coat is included as a Bid Item,measurement will be based on the units shown in Section 00300—Bid Proposal and in accordance with Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B. Submit product data for proposed tack coat. C. Submit report of recent calibration of distributor. 2.0 PRODUCTS 2.01 CUTBACK ASPHALT A. Provide moisture-free, homogeneous material which will not foam when heated to 347°F and which meets following requirements: 5/2013 02743- 1 of 4 CITY OF PEARLAND TACK COAT 1. Asphalt material for tack coat: RC-250 and meet following: PROPERTIES MIN. MAX. Water,percent --- 0.2 Flash Point,T.O.C.,°F 80 --- Kinematic Viscosity at 140°F, cst 250 400 2. Distillate: Expressed as percent by volume of total distillate to 680°F: MIN MAX to 437°F 40 75 to 500°F 65 90 to 600°F 85 --- Residue from 680°F Distillation Volume,percent 70 --- 3. Tests on Distillation Residue: MIN. MAX Penetration at 77°F, 100g,5 sec. 100 150 Ductility at 77°F, 5 cms 100 --- Solubility in trichloroethylene, % 99 --- Spot Test All Negative 2.02 EMULSION A. Provide homogeneous material which shall show no separation of asphalt after mixing and shall meet the viscosity requirements at any time within 30 days after delivery. 1. Emulsion material for tack coat: SS-1 and meet following: 5/2013 02743-2 of 4 CITY OF PEARLAND TACK COAT (1.16'\ MIN. MAX Furol Viscosity at 77°F,sec. 30 100 Residue by Distillation, % 60 --- Oil Portion of Distillate, % --- 2 Sieve Test, % --- 0.1 Miscibility(Standard Test) Passing Passing Cement Mixing, % --- 2.0 Storage Stability, 1 Day, % --- 1 Test on Residue: Penetration at 77°F, 100 g, 5 sec 120 160 Solubility in Trichloroethylene,% 97.5 --- Ductility at 77°F, 5 cm/min, cms 100 --- 2. For emulsions used for tack coats during the period of April 16 to September 15,volatile organic compound solvents(VOC)shall not exceed 12%by weight (11111. when tested in accordance with ASTM D 244. 3.0 EXECUTION 3.01 EXAMINATION A. Verify compacted base is ready to support imposed loads. B. Verify lines and grades are correct. 3.02 PREPARATION A. Thoroughly clean base course or concrete surface of loose material by brooming prior to application of tack coat. 3.03 APPLICATION A. Apply tack coat uniformly by use of approved distributor at rate not to exceed 0.05 gallons per square yard of surface. B. Paint all contact surfaces of curbs and structures,and all joints with thin uniform coat of tack coat. 5/2013 02743-3 of 4 CITY OF PEARLAND TACK COAT C. Cutback Asphalt: 1. Do not use cutback asphalt during the period of April 16 to September 15. 2. Do not place tack coat in rain or when air temperature is below 50° F and falling. Materials maybe placed when air temperature taken in shade and away from artificial heat is above 40°F and rising. 3. Temperature of tack coat shall be between 125°F and 180°F when applied. 4. Do not heat tack coat above 200°F at any time. 3.04 PROTECTION OF THE WORK A. No traffic or placing of subsequent courses shall be permitted over freshly applied tack coat until authorized by the Engineer. END OF SECTION 5/2013 02743-4 of 4 SPECIAL PROVISION TO SECTION 02762 (111.'\ SPECIAL PROVISION TO SECTION 02762—TEMPORARY AND REMOVABLE RELECTORIZED PAVEMENT MARKINGS 1. Section 02762,Temporary and Removable Reflectorized Pavement Markings, Replace Items 1.02 (A,B, &C)with the following: 1.02 A. No separate payment will be made for work performed under this Section. Include payment in unit price for Traffic Control. 1.02 B. Refer to Section 01200-Measurement and Payment Procedures END OF SECTION SPECIAL PROVISION TO 02762-1 CITY OF PEARLAND TEMPORARY AND REMOVABLE REFLECTORIZED PAVEMENT MARKINGS Section 02762 TEMPORARY AND REMOVABLE REFLECTORIZED PAVEMENT MARKINGS 1.0 GENERAL 1.01 SECTION INCLUDES A Temporary retroreflective preformed pavement markings. B Wet retroreflective markers. C References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 02981 —Blast Cleaning of Pavement D Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM D 4061, "Standard Test Methods for Retroreflectance of Horizontal Coatings" b. ASTM E 1347, "Standard Test Methods for Color and Color- Difference Measurement by Tristimulus (Filter)Colorimetry" c. ASTM E 303, "Standard Test Methods for Measuring Surface Frictional Properties Using British Pendulum Tester" d. ASTM D 1056, "Standard Specification for Flexible Cellular Materials-Sponge or Expanded Rubbber" e. ASTM E 809, "Standard Practice for Measuring Photometric Characteristics of Retroreflectors" f. ASTM E 808, "Standard Practice for Describing Retroreflection"ASTM D 1056, "Standard Specification for Flexible Cellular Materials-Sponge or Expanded Rubbber" 1.02 MEASUREMENT AND PAYMENT A Measurement for temporary pavement markings is on a linear foot basis,for each class, measured and complete in place. B Payment includes all labor and materials required to complete installation as indicated on Plans. C Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 07/2006 02762- 1 of 4 CITY OF PEARLAND TEMPORARY AND REMOVABLE REFLECTORIZED PAVEMENT MARKINGS B Submit manufacturer's product data for each proposed class of marking material and installation instructions for approval. Include certificate by manufacturer that each class of marking conforms to the requirements of this specification. C Submit details of manufacturer's replacement policy for each class of marker. 1.04 TEMPORARY PAVEMENT MARKING CLASSIFICATIONS A Class I- Temporary preformed pavement markings suitable for longitudinal and word and symbol markings where removability will be required. B Class II- Temporary non-removable preformed pavement markings suitable for overlay lane lines, edge lines, and channelizing lines where pavement will be resurfaced. C Class III- Class I markers with wet reflective markers added every 8 feet. D Class IV- Class II markers with wet reflective markers added every 8 feet. 1.05 DELIVERY AND STORAGE A Deliver preformed plastic marking material in rolls or strips. B Store material in cool dry conditions until application. 2.0 PRODUCTS 2.01 PREFORMED MARKINGS A Retroreflective preformed markings: White or yellow retroreflective tape on conformable backing with pigments conforming to standard highway colors. Glass beads shall be incorporated in film and a reflective layer of beads shall be bonded to the top surface of the film. Bead adhesion shall be such that beads cannot be easily removed by scratching with a thumbnail. B Preformed marking shall be precoated with pressure sensitive adhesive and shall have a demonstrated ability to adhere to roadways under climatic and traffic conditions normally encountered in a construction work zone when properly applied. C Class I markings shall be removable from portland cement and asphaltic concrete pavements intact,or in large pieces,at temperatures above 40 degrees F without use of heat, solvents, grinding, or blast cleaning. Marking film shall be removable after exposure to following minimum traffic exposure when tested on transverse test decks with rolling traffic: 1. Time in Place(days) 632 2. ADT per lane (23% trucks, 3.5 axles/unit) ... 9,000 3. Minimum Axle Hits . 13,000,000 ^� 07/2006 02762-2 of 4 CITY OF PEARLAND TEMPORARY AND REMOVABLE REFLECTORIZED PAVEMENT MARKINGS D Quality performance characteristics: CLASS I CLASS II TEST WHITE YELLOW WH1'1'h YELLOW METHOD 1. Init.Retroreflectance (mcd•ff2•fc '),min. * @ 86.00,0.2° 1770 1310 1360 820 ASTM D 4061 * @ 86.5°, 1.0° 750 450 500 350 2. Daytime Reflectance 65 36 65 36 ASTM E 97 Factor"Y" %,min. 3. Init. Skid Resistance, 50 35 ASTM E 303 Avg.BPN 4. Refractive Index of 1.9 1.9 Liquid Beads,min. Immersion 5. Thickness,without 40 9 Caliper Gauge adhesive,mils,min. * (Entrance Angle,Observation Angle). 2.02 RAISED WET REFLECTIVE MARKERS A Raised Markers: Expanded rubber extrusions capable of being elastically compressed and deflected when impacted by rotating vehicle tires. Marker body shall have the (111.6\ following properties when tested in accordance with ASTM D 1056: 1. Compression deflection < 16 psi @ 25°deflection. 2. Oven aged compression deflection %change,+18. 3. Compress set low 10%. 4. Water absorption <9%. 5. Density(lbs/ft) (-24). B Markers shall be precoated with pressure sensitive adhesive capable of holding markers to top of preformed marking film. C Markers shall have enclosed retroreflective lens sheeting elements attached to marker bodies with pressure sensitive adhesive. 1. Retroreflective lenses elements shall have the following initial minimum reflectance when measured in accordance with ASTM E 809: COLOR WHITE YELLOW WHITE YELLOW WHITE YELLOW WHITE YELLOW Observation Angle 0.2° 0.5° 1.0° 1.5° Coeff. of Luminous Intensity,R 1.00 0.60 0.40 0.24 0.19 0.11 0.14 0.08 (cd•fc 1) Notes: 1. Test at an entrance angle(Beta 2 horizontal entrance component (1111"b\ described in ASTM E 808) of-4°measured from an axis perpendicular to top edge of marker when viewed from above. 07/2006 02762-3 of 4 CITY OF PEARLAND TEMPORARY AND REMOVABLE REFLECTORIZED PAVEMENT MARKINGS 2. Angle formed by reflective surface and base of marker shall be between 75°and 90°prior to measurement. 2. Marker reflective elements shall be visible at night,to motorists with low beam headlights, under the following conditions: a. Dry conditions . 1500 feet b. Rainfall at a rate of 1" per hour 1000 feet c. Rainfall at a rate of 8"per hour 250 feet 3.0 EXECUTION 3.01 INSTALLATION A Apply markings to clean dry surfaces in accordance with manufacturer's recommendations at locations indicated on Plans, or as directed by the Engineer. B Place markings on each paving lift that is to be opened to traffic prior to the end of each day's work. C Maintain markings, and replace as needed, until they are covered with subsequent paving courses or replaced by permanent markings on final lifts. 3.02 REMOVAL A Remove and obliterate markings on existing and final lifts used for redirecting traffic during construction. If blast cleaning is required,comply with requirements of Section 02981 —Blast Cleaning of Pavement. END OF SECTION 07/2006 02762-4 of 4 CITY OF PEARLAND CURB,CURB & GUTTER,AND HEADERS Section 02770 CURB, CURB & GUTTER,AND HEADERS 1.0 GENERAL 1.01 SECTION INCLUDES A Reinforced concrete curb, reinforced monolithic concrete curb and gutter, and mountable curb. B Paving headers and railroad headers poured monolithically with concrete base or pavement. C References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 02751 —Concrete Pavement 4. Section 02335-Subgrade 5. Section 02710—Base Course for Pavement 1.02 MEASUREMENT AND PAYMENT A Measurement for curbs and for curbs and gutter is on linear foot basis measured along face of curb. B Measurement for headers is on linear foot basis measured between lips of gutters adjacent to concrete base and measured between backs of curbs adjacent to concrete pavement. C No separate payment will be made for curbs poured monolithically with concrete pavement. D Refer to Section 01200—Measurement and Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit details of proposed formwork for approval. C Submit proposed mix design and test data for each type and strength of concrete in Work. Include proportions and actual flexural strength obtained from design mixes at required test ages. D Submit manufacturer's certifications giving properties of reinforcing steel. Provide specimens for testing when required by the Engineer. (11.11\, 07/2006 02770- 1 of 4 CITY OF PEARLAND CURB, CURB & GUTTER,AND HEADERS 2.0 PRODUCTS 2.01 MATERIALS A Concrete: Conform to material and proportion requirements for concrete of Section 02751 —Concrete Pavement. B Reinforcing Steel: Conform to material requirements for reinforcing steel of Section 02751 —Concrete Pavement. C Grout: Nonmetallic, nonshrink grout containing no chloride producing agents conforming to the following requirements. Compressive strength at 7 days 3,500 psi Compressive strength at 28 days 8,000 psi Initial set time 45 minutes Final set time 1.5 hours D Preformed Expansion Joint Material: Conform to material requirements for preformed expansion joint material of Section 02751 —Concrete Pavement. E Joint Sealing Compound: Conform to material requirements of Section 02751 — Concrete Pavement. F Mortar: Mortar finish composed of one part Portland cement and 11 parts of fine aggregate. Use only when approved by the Engineer. 3.0 EXECUTION 3.01 PREPARATION A Prepare subgrade or base in accordance with applicable portions of Section 02335— Subgrade or Section 02710—Base Course for Pavement. 3.02 PLACEMENT A Guideline: Set to follow top line of curb. Attach indicator to provide constant comparison between top of curb and guideline. Insure flow lines for monolithic curb and gutters conform to slopes indicated on Plans. B Forms: Brace sufficiently to maintain position during pour. Use metal templates cut to section shown on Plans. C Reinforcement: Secure in proper position so that steel will remain in place throughout placement. 07/2006 02770-2 of 4 CITY OF PEARLAND CURB,CURB & GUTTER,AND HEADERS Cfs'\ D Joints: Place in accordance with Section 02751—Concrete Pavement. Place dummy groove joints at 6-foot centers at right angles to curb lines. Cut dummy grooves 1/4 inch deep using an approved edging tool. E Place concrete in forms to required depth. Consolidate thoroughly. Do not permit rock pockets in form. Entirely cover top surfaces with mortar. 3.03 MANUAL FINISHING A After concrete is in place,remove front curb forms. Form exposed portions of curb, and of curb and gutter,using mule which conforms to curb shape,as shown on Plans. B Thin coat of mortar may be worked into exposed face of curb using mule and two- handled wooden darby at least 3 feet long. C Before applying final finish move 10 foot straightedge across gutter and up curb to back form of curb. Repeat until curb and gutter are true to grade and section. Lap straightedge every 5 feet. D Steel trowel finish surfaces to smooth, even finish. Make face of finished curb true and straight. E Edge outer edge of gutter with 1/4-inch edger. Finish edges with tool having 1/4 inch radius. (.116'\ F Finish visible surfaces and edges of finished curb and gutter free from blemishes,form marks and tool marks. Finished curb or curb and gutter shall have uniform color, shape and appearance. 3.04 MECHANICAL FINISHING A Mechanical curb forming and finishing machines may be used instead of, or in conjunction with,previously described methods,if approved by the Engineer. Use of mechanical methods shall provide specified curb design and finish. 3.05 CURING A Immediately after finishing operations,cure exposed surfaces of curbs and gutters in accordance with Section 02751 —Concrete Pavement. 3.06 TOLERANCES A Top surfaces of curb and gutter shall have uniform width and shall be free from humps,sags or other irregularities. Surfaces of curb top,curb face and gutter shall not vary more than 1/8 inch from edge of a 10-foot long straightedge laid along them, except at grade changes. 3.07 PROTECTION OF THE WORK A Maintain curbs and gutters in good condition until completion of Work. 07/2006 02770-3 of 4 CITY OF PEARLAND CURB, CURB & GUTTER,AND HEADERS B Replace damaged curbs and gutters to comply with this Section. 7 END OF SECTION 7 07/2006 02770-4 of 4 CITY OF PEARLAND PAVEMENT REPAIR Section 02980 PAVEMENT REPAIR 1.0 GENERAL 1.01 SECTION INCLUDES A Repairing streets,highways,driveways,sidewalks,and other pavements that have been cut,broken, or otherwise damaged during construction. B Repairing areas of failed,paving in preparation for resurfacing. C References to Technical Specifications: 1. Section 01200—Measurement and Payment Procedures 2. Section 01350—Submittals 3. Section 01500—Temporary Facilities and Controls 4. Section 02335—Subgrade 5. Section 02710—Base Course for Pavement 6. Section 02330—Embankment 7. Section 01140—Contractor's Use of Premises 1.02 MEASUREMENT AND PAYMENT (11111k4\ A Unless indicated as a Bid Item,no separate payment will be made for pavement repair under this section. Include cost in Bid Items for which this Work is a component. B If pavement repair is included as a Bid Item,measurement is on a square yard basis. as follows: 1. Trench width plus 48 inches for utilities. 2. Trench width plus 10 feet for structures. 3. As marked in field for failed paving. C If provisions of this Section, 3.01D, require the limits of pavement repairs to be increased,then the payment limits shall be increased to the same extent. D No payment will be made for work outside payment limits, in areas that are not specifically called out as pay items and are incidental to the work or in areas removed for Contractor's convenience. E Refer to Section 01200-Measurement and Payment Procedures. 1.03 SUBMITTALS A Make submittals required by this section under the provisions of Section 01350 — Submittals. (Pik\ 05/2008 02980- 1 of 3 CITY OF PEARLAND PAVEMENT REPAIR 1.04 PROTECTION OF PEOPLE AND PROPERTY A Contractor shall conduct all construction operations under this Contract in conformance with the practices described in Section 01500—Temporary Facilities and Controls. 2.0 PRODUCTS 2.01 MATERIALS A Provide materials of the same character as existing materials encountered in a cross section of the area to be repaired, or as approved by the Engineer. B Subgrade: Provide on site soil stabilized with lime, lime fly ash, etc., as required by the testing laboratory under the provisions of Section 02335—Subgrade. C Base: Provide new base material as required by applicable portions of Section 02710— Base Course for Pavement. D Pavement: Provide new paving materials as required by Technical Specifications of applicable surface course treatments. 3.0 EXECUTION 3.01 EXAMINATION fj A Verify backfill is complete before repairing pavement over installed utilities or structures. B Verify remaining subgrade is ready to support imposed loads before repairing areas of failed paving. 3.02 PREPARATION A For installation of utilities and utility appurtenances, saw cut and remove pavement (including base material for asphalt paving)24 inches beyond the width of excavation, unless otherwise indicated on Plans. B For installation of structures, saw cut and remove pavement(including base material for asphalt paving) 5 feet beyond the width of excavation,unless otherwise indicated on Plans. C For repair of areas of failed paving, saw cut and remove pavement (including base material for asphalt paving) where indicated in the field or as directed by Engineer. Remove subgrade that is soft and yielding, or to depth as directed by Engineer. D If removed pavement is greater than one-half of pavement lane width, or within 18 inches of a longitudinal joint, on concrete pavement, replace pavement for full lane width or to nearest longitudinal joint as approved by the Engineer. 05/2008 02980-2 of 3 CITY OF PEARLAND PAVEMENT REPAIR E Protect edges of existing pavement to remain from damage during removals, utility placement,backfill,and paving operations. For concrete pavement,leave and protect minimum of 18 inches of undisturbed subgrade on each side of trench to support replacement slab. 3.03 EXAMINATION : A Verify backfill is complete before repairing pavement over installed utilities or structures. B Verify remaining subgrade is ready to support imposed loads before repairing areas of failed paving. 3.04 INSTALLATION A Replace subgrade with material specified in this Section, 2.01B. Place and compact under the provisions of Section 02330—Embankment for areas under future paving to match lines and grade of surrounding subgrade. B Replace base course with material specified in this Section,2.01C. Place and compact under the provisions of Section 02710—Base Course for Pavement to match lines and grade of surrounding base course. C Replace pavement with material specified in this Section,2.01D,and according to the '' Technical Specifications of the particular surface course treatment so that a smooth, hard, well cemented surface, conforming to the lines and grade of the surround pavement is secured D For concrete pavement, install size and length of reinforcing steel and pavement thickness indicated on Plans. Place types and spacing of joints to match existing or as indicated on Plans. E Where existing pavement consists of concrete pavement with asphaltic surfacing, resurface with minimum 2-inch depth asphaltic pavement. F Repair state highway crossings in accordance with highway department permit and within 1 week after utility work is installed. 3.05 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140—Contractor's Use of Premises. 3.06 PROTECTION OF THE WORK A Protect and maintain all pavement in good condition until completion of Work. B Replace pavement damaged by Contractor's operations at no cost to Owner. END OF SECTION 05/2008 02980-3 of 3 City of Pearland Hatfield Road Paving Improvements Project APPENDIX ARKK Job No. 17-028 City of Pearland Hatfield Road Paving Improvements Project GEOTECHNICAL REPORT 1. The following report is provided as information to Bidders. 2. In the design and preparation of Contract Documents for this Project,the Owner and the Engineer have utilized some of the information in the geotechnical report of investigation and analysis of soils and subsurface conditions of the construction site. 3. Soils stratigraphy and groundwater conditions encountered during excavations may vary from those observed in the geotechnical investigation report provided in this specification. The Contractor should collect additional subsurface information as he deems necessary to determine the conditions of the site. If conditions significantly differ from those presented in the geotechnical report attached to these specifications,the Contractor shall notify the Owner and Professional immediately. 4. The Owner and Engineer shall not be held responsible for the accuracy of completeness of any information or data in the report. 5. Bidder shall have full responsibility for interpretation of the report and use of the information for his bidding and construction purposes. 6. Bidder may perform such additional soils investigation as he deems appropriate_Geotechnical bores (1111"\ at all locations have not been obtained. ARKK Job No. 17-028 (""' ;/;;Iik RABA I S T (111b\ GEOTECHNICAL ENGINEERING STUDY FOR . JASPER AND HATFIELD ROADS IMPROVEMENTS PEARLAND, TEXAS RABA a � KISTMER CONSULT• NTS Project No.AHA17-051-00 Rev. 1 Raba Kistner Consultants,Inc. July 26,2017 3602 Westchase Houston,TX 77042 www.rkci.com Mr.Norbert Gonzalez P 713::996::8990 Streets and Drainage Superintendents Public Works F 713::996::8993 City of Pearland TBPE Firm F-3257 3501 East Orange Street Pearland,Texas 77581 RE: Geotechnical Engineering Study—Revision No.1 Proposed Jasper Road and Hatfield Road Improvements Pearland,Texas Dear Mr. Gonzalez: Raba Kistner Consultants, Inc. (RKCI) is pleased to submit the revised report of our Geotechnical Engineering Study for the above-referenced project. This report has been edited with two additional borings requested by CLIENT and in response to your report review comments on July 3, 2017. This study was performed in accordance with RKCI Proposal No. PHA17-019-00, dated February 13, 2017. Written authorization to proceed with this study was.provided in the "Professional Services Contract" dated June 5, 2017. The purpose of this study included coring and measuring the thickness of the existing pavement, drilling soil borings within the street right-of-way, performing laboratory testing on selected soil samples, and developing geotechnical engineering recommendations to guide others in the design and construction for the proposed rehabilitation of the existing roadways. The following report contains our design recommendations and considerations based on our current understanding of the design tolerances. If any of these parameters change,there may be alternatives for value engineering of the pavement system, and RKCI recommends that a meeting be held with City of Pearland(CLIENT)and the design team to evaluate these alternatives. We appreciate the opportunity to be of service to you on this project.Should you have any questions about the information presented in this report,or if we may be of additional assistance on the materials testing-quality control program during construction,please call. Very truly yours, of..z*\ RABA KISTNER CONSULTANTS,INC. , � JOHN D01i�LJ1�BROW:0(4, r� 961.85 Phu T.Tran John D.Brown,P.E. b• Project Engineer Manager,Geotechnical Services 7--2.62 /7 PTT/JDB/dar Attachments Copies Submitted: Above(1-Electronic) San Antonio• Austin • Brownsville • Dallas • Houston • McAllen •Mexico..Hew Braunfels.Salt Lake City ur. �y g (111116\ GEOTECHNICAL ENGINEERING STUDY For JASPER ROAD AND HATFIELD ROAD IMPROVEMENTS PEARLAND,TEXAS Prepared for City of Pearland Pearland,Texas Prepared by RABA KISTNER CONSULTANTS,INC. Houston,Texas PROJECT NO.AHA17-051-00 July 26,2017 RABAKISTNER Project No.AHA17-051-00 Rev. 1 July 26,2017 TABLE OF CONTENTS INTRODUCTION 1 PROJECT DESCRIPTION 1 LIMITATIONS 1 BORINGS AND LABORATORY TESTS 1 GENERAL SITE CONDITIONS 3 SITE DESCRIPTION 3 Jasper Road 3 Hatfield Road 3 GEOLOGY 3 EXISTING PAVEMENT STRUCTURES 3 STRATIGRAPHY 4 GROUNDWATER 4 PAVEMENT CONSTRUCTION AND DESIGN RECOMMENDATIONS 5 EXISTING ROADWAY CONDITION 5 Jasper Road 5 Hatfield Road 5 ASPHALT OVERLAY DESIGN 5 Jasper Road Overlay Design 6 Hatfield Road Overlay Design 7 PAVEMENT PREPARATION FOR AC OVERLAY 8 DRAINAGE CONSIDERATIONS 8 CONSTRUCTION RELATED SERVICES 9 CONSTRUCTION MATERIALS TESTING AND OBSERVATION SERVICES 9 BUDGETING FOR CONSTRUCTION TESTING 9 ATTACHMENTS Boring Location Map Logs of Borings Key to Terms and Symbols Results of Soil Sample Analyses Important Information About Your Geotechnical Engineering Report RABAKISTNER Project No.AHA17-051-00 Rev. 1 1 July 26,2017 INTRODUCTION . Raba Kistner Consultants, Inc. (RKCI) has completed the authorized subsurface exploration for the proposed roadway overlay/repair project within the City of Pearland, Texas. This report briefly describes the procedures utilized during this study and presents our findings along with our recommendations for overlay and repair of the existing roadways. Construction considerations and/or guidelines are also presented in this report. PROJECT DESCRIPTION The proposed project consists of geotechnical engineering design services for the restoration of existing roads within the City of Pearland, Texas. The road segments included in the proposal are listed in the following table. IM �ProJectArea` :. � ite ., � Sireei lame h ,. .�� ,. • . Jasper Road—.FM 518 to Hatfield Road Pearland,Texas • Hatfield Road—Jasper Road to Hickory Slough • LIMITATIONS This engineering report has been prepared in accordance with accepted Geotechnical Engineering practices in the Houston area by Geotechnical firms conducting similar work under similar circumstances and is meant for the use of CLIENT and•its representatives for design purposes. This report may not contain sufficient information for purposes'of other parties or other uses and is not intended for use in determining construction means and methods. The recommendations submitted in this report are based on the data obtained from eight borings drilled at this site and our understanding of the project information provided to us by others. If the project information described in this report is incorrect, is altered,'or if new information is available,we should be retained to review and modify our recommendations. The scope of our Geotechnical Engineering Study does not include an environmental assessment of the air, soil, rock, or water conditions either on or adjacent to the site. No environmental opinions are presented in this report.A geologic fault study was also beyond the scope of this study. BORINGS AND LABORATORY TESTS Subsurface conditions at the site were evaluated by 8 borings (designated as B-1 through B-8) drilled at the locations shown on the Boring Location Map, Figure 1. Borings B-7 and B-8 were additional borings requested by CLIENT in order to investigate existing pavement section thickness and composition, and underlying subgrade within about a 2,000 feet long segment of pavement on Hatfield Road (northbound outside wheel lane)that appears to have been repaired separately from the surrounding pavement.The RABAKISTNER Project No.AHA17-051-00 Rev. 1 2 July 26,2017 boring locations are approximate and were located in the field by an RKCI representative based on the borehole map provided by the CLIENT, and by measuring distances from existing references. A listing of the existing pavement thickness and composition of subgrade immediately beneath pavement at the borehole locations is presented in the table under the proceeding subsection entitled "Existing Pavement Structures". The borings were drilled to a depth of 5-ft below the ground surface elevation existing at the time of our study using a buggy-mounted drilling rig. The borings were drilled utilizing straight flight auger techniques and were backfilled with the auger cuttings generated during the drilling activities.The final 6-inches of borehole were then plugged with bitumen. During drilling operations, the following samples were collected: Type of Sample Number Collected Undisturbed Shelby Tube(ST) 23 Grab Sample 1 The ST samples were obtained in general accordance with accepted standard practices.Grab samples were obtained from the auger cuttings generated during the drilling activities. Representative portions of the samples were sealed in containers to reduce moisture loss, labeled, packaged, and transported to our laboratory for subsequent testing and classification. In the laboratory, each sample was evaluated and visually classified by a member of our Geotechnical Engineering staff in general accordance with the Unified Soil Classification System(USCS).The geotechnical engineering properties of the strata were evaluated by the laboratory tests tabulated in the following table: Type of-Test Number`Conducted Natural Moisture Content 24 Atterberg Limits 8 Percent Passing a No.200 Sieve 4 The laboratory tests are presented in graphical or numerical form on the boring logs illustrated on Figures 2 through 9. A key to the classification of terms and symbols used on the logs is presented on Figure 10. The results of the laboratory and field testing are also tabulated on Figure 11 for ease of reference. Samples will be retained in our laboratory for 30 days after submittal of this report. Other arrangements may be provided at the request of the CLIENT. RABAKISTRIER Cla* Project No.AHA17-051-00 Rev. 1 3 July 26,2017 GENERAL SITE CONDITIONS SITE DESCRIPTION Jasper Road Jasper Road between FM 518 and Hatfield Road is a two lane road with open ditches and the existing pavement section is asphaltic concrete (AC)over base. Existing pavement condition is generally poor with longitudinal and alligator cracking observed within the wheel paths, rutting, and several areas showing edge failure. Hatfield Road Hatfield Road between Jasper Road and the Hickory Slough is a two-lane flexible pavement roadway with open ditches on both sides. The pavement appears to be in fair to poor condition, with the north bound lane being in poor condition and the southbound land in good to fair condition. The northbound lane has longitudinal cracking/rutting along the outside wheel path and several areas that indicate structural failure (again in the outside wheel path). This section of Hatfield Road is approximately 2,000 feet long and appears that an attempt was made previously to repair it,based on the color difference in the asphalt. GEOLOGY The Bureau of Economic Geology, Geologic Atlas of Texas, Houston Sheet (Revised 1982) shows the subject site to be located on the Beaumont.Formation. The Beaumont Formation is the youngest coast- paralleling Pleistocene unit in the Texas Gulf Coast. Most of the Beaumont Formation was deposited as an overlapping group of fluvial or deltaic plains by ancestors of modern streams now draining into the Gulf of Mexico. The Beaumont formation is comprised of clay, silt, and sand; includes mainly stream channel, point-bar, natural levee, backswamp, and to a lesser extent coastal marsh and mud-flat deposits; concretions of calcium carbonate, iron oxide, and iron-manganese oxides in zone of weathering; surface almost featureless, characterized by relict river channels shown by meander patterns and pimple mounds on meanderbelt ridges, separated by areas of low, relatively smooth, featureless backswamp deposits without pimple mounds;formation thickness is+/-100 ft. The Beaumont Formation soils in the vicinity of the subject site are dominantly clay and mud of low permeability, high water-holding capacity, high compressibility, high to very high shrink-swell potential, poor drainage, level to depressed relief, low shear strength, and high plasticity; geologic units include interdistributary muds,abandoned channel-fill muds,and fluvial overbank muds. EXISTING PAVEMENT STRUCTURES The existing pavement was cored at all boring locations. The measured pavement section, thicknesses and the soil types immediately beneath the pavements are tabulated as follows: RABAKISTNER Project No.AHA17-051-00 Rev. 1 4 July 26,2017 Soil Immediately Beneath �I Boring No/Stree PauementThickness and Descr pt�on �pave ent B-1/Hatfield Road 4-in.Asphalt+6-in.Sand Base Lean Clay B-2/Hatfield Road 4-in.Asphalt+6-in.Sand Base Lean Clay B-3/Hatfield Road 3-in.Asphalt+12-in.Sand Base Fat Clay B-4/Hatfield Road 6-in.Asphalt+6-in.Sand Base Lean Clay B-5/Hatfield Road 3-in.Asphalt+8-in.Sand Base Lean Clay Fill B-6/Jasper Road 6-in.Asphalt+6-in.Sand Base Silty Sand B-7/Hatfield Road 6-in.Asphalt+6-in.Sand Base Lean Clay w/Sand B-8/Hatfield Road 6-in.Asphalt+6-in.Sand Base Fat Clay STRATIGRAPHY The subsurface conditions encountered at the boring locations are shown on the boring logs, Figures 2 through 9. The boring logs should be consulted for boring specific (detailed) stratigraphic information. These boring logs represent our interpretation of the subsurface conditions based on the field logs, visual --� examination of field samples by our personnel, and laboratory test results of selected field samples. Each 1 stratum has been designated by grouping soils that possess similar physical and engineering characteristics. The lines designating the interfaces between strata on the boring logs represent approximate boundaries.Transitions between strata may be gradual. The subject site soils that underlie the asphalt pavement section consist of cohesive, stiff consistency, yellowish brown to gray to dark gray, moderately plastic to plastic lean clay with sand (CL), lean clay (CL), and fat clay(CH). Sand seams, gravel,ferrous stains, and calcareous nodules were noted at varying depths within the subject site soils. Measured moisture contents range from 16 to 26 percent. Measured plasticity indices(PI) range from 13 to 38. Based on grain size analysis,the percentage of fines (percent passing a No.200 sieve) ranged from 71 to 92 percent. Cohesionless silty sand (SM)soils were observed to underlie the flexible pavement section in boring B-6 (Jasper Road). The sample recovered from the upper 2-ft depth in boring B-6 had a fines content of 49 percent. GROUNDWATER The borings were drilled using dry-auger techniques in an attempt to measure depth-to-water in the open boreholes. Free water was not encountered in the borings at the time of our field activities. The borings remained dry during the field exploration phase and were abandoned by backfilling with soil cuttings. It should be noted that depth-to-water levels may fluctuate at any given time due to seasonal variations in rainfall and surface runoff, especially during extended periods of heavy rainfall or dry weather. RABAKISTN ER (lb\ Project No.AHA17-051-00 Rev. 1 5 July 26,2017 Surface runoff may be controlled using temporary earthen berms or swales and conventional sump-and- pump dewatering methods. PAVEMENT CONSTRUCTION AND DESIGN RECOMMENDATIONS It is our understanding that the existing flexible pavement sections for Jasper Road and Hatfield Road will be rehabilitated by milling and applying an asphalt overlay. Pavement areas that indicate structural failure will be reconstructed. The primary basis for all rational pavement performance prediction methods is cumulative heavy axle load applications.We therefore used the AASHTO 1993 pavement design manual for low-volume roads. The low-volume road design procedures for flexible pavements are basically the same as those for highway pavement design. The primary difference in the design for low-volume roads is the level of reliability that may be used. Because of their relative low usage and the associated low level of risk,the level of reliability recommended for low-volume road design ranges from 50 to 75 percent.We assumed a 75 percent reliability level for our design of flexible pavement. EXISTING ROADWAY CONDITION (1111111 Jasper Road The project roadway consists of an asphalt concrete pavement system: two lanes with open ditches. Overall,the flexible pavement roadway is in poor condition, based on visual observations. A large portion of the existing pavement has medium to high-severity longitudinal and alligator cracking, low-severity transverse cracking,and high severity edge cracking.Rutting was also evident. Hatfield Road Hatfield Road appears to be in better condition than Jasper Road.The two-lane asphalt pavement roadway with open ditches is in fair to good condition with the southbound lane in generally good condition as compared to the northbound lane,which is in fair to poor condition. It appears that small segments of the road have been fully reconstructed in order to repair previously damaged pavement. The northbound lane has some rutting and low to moderate severity longitudinal and edge cracking. ASPHALT OVERLAY DESIGN Structural deterioration is defined as any condition that reduces the load-carrying capacity of the pavement. The overlay design procedures presented here are based on the concept that time and traffic loadings reduce a pavement's ability to carry loads and an overlay can be designed to increase the pavement's ability to carry loads over a future design period'. Overlays on the sections with minor rutting, and the low to moderate severity alligator cracking observed on the roadway can extend pavement life until the next rehabilitation period or until the time required for full depth reconstruction. AASHTO Guide for Design of Pavement Structures 1993,American Association of State Highway and Transportation Officials,pg.III-85. RABAKISTNER Project No.AHA17-051-00 Rev. 1 6 July 26,2017 Asphalt overlay design was performed in accordance with the methodology developed by the American Association of State Highway and Transportation officials (AASHTO) Guide for Design of Pavement Structures, released in 1993. The required overlay thickness to increase structural capacity to carry future traffic is determined by the following equation. SNoi=aoix Doi=SNf—SNeff Where SNoi= Required overlay structural number aoi=Structural coefficient for the AC overlay Doi=Required overlay thickness, inches SNf=Structural number required to carry future traffic SNeff=Effective structural number of the existing pavement The effective structural number was estimated based on a condition survey of the existing flexible pavement section, and using the structural number equation: SNeff=a1D1+a2D2m2+a3D3m3 Where D1i D2,D3=thicknesses of existing pavement surface, base,and subbase layers al,a2,a3=corresponding structural layer coefficients m2, m3=drainage coefficients for granular base and subbase Structural layer coefficient values assigned to materials in in-service pavement should in most cases be less than the values that would be assigned to the same materials for new construction2.Structural layer coefficients for existing asphalt concrete pavement were obtained from Table 5.2 in the 1993 AASHTO Design Guide. Drainage layer coefficients were selected from Table 2.4 in the AASHTO Design manual. The layer coefficients used to calculate the effective structural number(SNeff)are listed below. Jasper Road Overlay Design Structural layer coefficients: a1=0.30(>10 percent high-severity alligator cracking) a2=0.10(Sand Base) a3=0(non-treated subgrade) Drainage layer coefficients: m2=1.25 (pavement exposed to moisture levels approaching saturation 5 percent of the time) m3=Not applicable(no subbase layer) 2 ibid, pg.iii102 RABAKISTN ER Project No.AHA17-051-00 Rev. 1 7 July 26,2017 Existing pavement layer thicknesses were,obtained from the table presented on page 3 of this report. Measured AC layer thickness is 6 inches and base layer thickness is 6 inches. Therefore, the SNeff is computed as: 0 SNeff=(0.30)*(6.0")+(0.10)*(6.0")*(1.25)+a/ 3m3;2.55 The thickness of AC overlay is computed as follows: Doi=SNoi= SNf—SNeff aoi aoi The structural number required for future traffic (SNf) is determined in a method similar to new pavement design. We used the worksheet in Table 5.1 of the AASHTO Design Guide to estimate SNf. Design parameters used in the AASHTO equation, presented on the nomograph on page 11-32 of the AASHTO Design Guide,are listed below. Future 18-kip ESALs in design lane over design period, Nf=250,000(Nfl),500,000(Na) Effective Road-Bed Soil Resilient Modulus, MR=5,000 psi Serviceability Loss: Design PSI loss(P1-P2)=2.0 Design Reliability:Overlay design reliability, R=80% Overall standard deviation,So=0.49 Inserting these values and solving for SNf,we obtain the following structural numbers: SNf=2.7(N2=future 150,000 18-kip ESALs in design lane over 5 year design period) SNf=3.2(N1=future 250,000 18-kip ESALs in design lane over 5 year design period) SNf=3.4(N2=future 500,000 18-kip ESALs in design lane over 5 year design period) Inserting these values into the AC overlay thickness equation shown on the previous page, and using a structural layer coefficient of 0.44 for AC overlay (aoi), we obtain the following AC overlay thicknesses Ni Traffic: Doi=(2.70—2.55)/0.44=0.3 inches, use 1.0 inch Ni Traffic: Doi=(3.20—2.55)/0.44=1.4 inches, use 1.5 inches N2 Traffic: Doi=(3.40—2.55)/0.44= 1.9 inches, use 2.0 inches Hatfield Road Overlay Design Structural layer coefficients: a1=0.35(<10 percent low-severity alligator cracking) a2=0.10(Sand Base) a3=0(non-treated subgrade) Drainage layer coefficients: RABAKISTNER Project No.AHA17-051-00 Rev. 1 8 July 26,2017 m2= 1.25 (pavement exposed to moisture levels approaching saturation 5 percent of the time) m3=Not applicable(no subbase layer) Existing pavement layer thicknesses were obtained from the table presented on page 3 of this report. AC layer thickness ranged from 3 to 6 inches and base layer thickness varied from 6 to 12 inches. Understanding that the rehabilitated roadway finished grade elevation must equal existing roadway elevation; and in order to be conservative, we assigned an AC thickness of 3 inch for D1 and a base layer thickness(D2)of 6 inches. Therefore,the SNeff is computed as: 0 SNeff=(0.35)*(3.0")+(0.10)*(6.01*(1.25)+a3m3=1.80 The thickness of AC overlay is computed as follows: Doi=SNoi= SNf—$Neff aol aol Inserting the structural numbers for final design (SNf)values used in the Jasper Road Overlay Design into the AC overlay thickness equation and using a structural layer coefficient of 0.44 for AC overlay(a01), we obtain the following AC overlay thicknesses(Doi): Ni Traffic:Doi=(2.70—1.80)/0.44=2.0 inches, use 2.0 inches Ni Traffic: Do,=(3.20—1.80)/0.44=3.1 inches, use 3.5 inches N2 Traffic: Do,=(3.40—1.80)/0.44=3.6 inches, use 4.00 inches PAVEMENT PREPARATION FOR AC OVERLAY Existing alligator cracked pavement sections must be repaired. Localized areas of medium-severity alligator cracking should be repaired unless a paving fabric or other means of reflective crack control is used. The repair must include removal of any soft subsurface material. High-severity linear cracks should be patched. Linear cracks that are open greater than 0.25 inches should be filled with a sand-asphalt mixture or other suitable crack filler. Remove ruts by milling or placement of a leveling course. Areas where structural failure is evident must be reconstructed. DRAINAGE CONSIDERATIONS As with any soil-supported structure, the satisfactory performance of a pavement system is contingent on the provision of adequate surface and subsurface drainage. Insufficient drainage which allows saturation of the pavement subgrade and/or the supporting granular pavement materials will greatly reduce the performance and service life of the pavement systems. Surface and subsurface drainage considerations crucial to the performance of pavements at this site include (but are not limited to)the following: RABAKISTNER Project No.AHA17-051-00 Rev. 1 9 July 26,2017 • any known natural or man-made subsurface seepage at the site which may occur at sufficiently shallow depths as to influence moisture contents within the subgrade should be intercepted by drainage ditches or below grade drains; and, • pavement surfaces should be maintained to help reduce surface ponding and to provide rapid sealing of any developing cracks. These measures will help reduce infiltration of surface water downward through the pavement section. CONSTRUCTION RELATED SERVICES CONSTRUCTION MATERIALS TESTING AND OBSERVATION SERVICES As presented in the attachment to this report,Important Information About Your Geotechnical Engineering Report, subsurface conditions can vary across a project site. The conditions described in this report are based on interpolations derived from a limited number of data points. Variations will be encountered during construction, and only the geotechnical design engineer will be able to determine if these conditions are different than those assumed for design. Construction problems resulting from variations or anomalies in subsurface conditions are among the most prevalent on construction projects and often lead to delays, changes, cost overruns, and disputes. (11111'\ These variations and anomalies can best be addressed if the geotechnical engineer of record, RKCI, is retained to perform construction observation and testing services during the construction of the project. This is because: • RKCI has an intimate understanding of the geotechnical engineering report's findings and recommendations. RKCI understands how the report should be interpreted and can provide such interpretations on site,on the CLIENT's behalf. • RKCI knows what subsurface conditions are anticipated at the site. • RKCI is familiar with the goals of the CLIENT and project design professionals, having worked with them in the development of the geotechnical work scope.This enables RKCI to suggest remedial measures (when needed) which help meet the CLIENT's and the design teams'requirements. • RKCI has a vested interest in client satisfaction, and thus assigns qualified personnel whose principal concern is client satisfaction.This concern is exhibited by the manner in which contractors' work is tested, evaluated and reported, and in selection of alternative approaches when such may become necessary. • RKCI cannot be held accountable for problems which result due to misinterpretation of our findings or recommendations when we are not on hand to provide the interpretation which is required. BUDGETING FOR CONSTRUCTION TESTING Appropriate budgets need to be developed for the required construction testing and observation activities. At the appropriate time before construction, we advise that RKCI and the project designers meet and jointly develop the testing budgets,as well as review the testing specifications as it pertains to this project. RA BAKI.STNER Project No.AHA17-051-00 Rev. 1 10 July 26,2017 Once the construction testing budget and scope of work are finalized, we encourage a preconstruction meeting with the selected contractor to review the scope of work to make sure it is consistent with the construction means and methods proposed by the contractor. RKCI looks forward to the opportunity to provide continued support on this project, and would welcome the opportunity to meet with the Project Team to develop both a scope and budget for these services. * * * * * * * * * * * * * * * * * * The following figures and appendix are attached and complete this report: Figure 1 Boring Location Map Figures 2 through 9 Logs of Borings Figure 10 Key to Terms and Symbols Figure 11 Results of Soil Sample Analyses RABAKISTNER rk\ ATTACHMENTS RABAKISTNER F cn 1, 1 [ 13,.1 5 _ • Nitat:8'"- - ; ' 1 = .... 1 i d— ...._Dee.R-,,. _ _ .ob. , t -. I V I •-• D,' S. ot-- ..- , ...Ett ,,.....,....., „,,B-2 5 , ,, Mk- t---- I 4 cX ," '''''" ' '''''' - • , " r :" ,. fil i!Gtr-1 .g 32 ' ', i r-i-,'•!.71. , ';. - ‘ cu 1 4**e'S'" i a '-'-' . • .. ,, : t ;,:: cJitank-Roi -`,- 47; ;.'l .1, '1 )1 1 ' - - ' -- -,if•-- ' r= - 1-. 1' I 1 ^4-1 " 4ft ' t i _Dr B-35'. g i c1..------VitilagetG-ove 1 '''''' b .., 1 3 - 4 ,. T,.. . ] -. i , , -- !.$ D 1 El Fs- . , ___ . i .t. t f «.7. ...,4,..,...,A, . *-- tr4., k . --- - .. .... ,, .. _ ,.. 1 I t 1. ..- 5-.! ria-P1--_- --.7.Frazo , , -- 1 ...-.L. _.-- - „, - ° -' 4,,•'/ ----- --..* 4 . al z -4 X.- - I --:-B-4-5L-1 I #•-*-4 ' -.-t.„. r'4........... .K. , ' CB 8 '.... CO p- 'Dublin-4.o._ ,,,,,_ . . ' --Silver p r i. f < > 6 1 ''''r .1 I t-- i 1, 4 , I , 4, , I i 1 I; i ' t:=- UDY'Dr-')' , ,.. i .,4 T•, ; 1, I, I, , . I B-5 1 I - '- I •t ‹.:34. .1 '''' -4 - -I-- -- Gherry-St •4..... I ---- : 0" -;- ill 1 1 1 •c,.,,' I cS-7 ' s - ' ' -''''''-"".".."*-'''' i & 5,- I 7' ' 5 1 3-- f 1 , ,' h >, ' C Dm • ii---6 — 1i 1:11-i,„Zcci' 3-14-- , , 3.7,S_t-- 8-65 ° r t ' - - 1 17 _. s:: /. . . . _ . ar ci) *r--, -c-q—- —I 113:1--- __. _ __ .... t 1 m on a _il _.. .1. PROJECT No.: REVISIONS: AHA17-051-00 A RABA ESCRIPTION N KISTNER BORING LOCATION MAP Eodneemio. DITE niSn.SUmENDBAYT:E: OpTT7 26 17 CONSULTANTS m URAVT.. : JDB MIIMII dog•Testing•Environmental Facilites•blfrattIldLIM JASPER AND HATFIELD ROADS IMPROVEMENTS = imimi 11.1FIGURE 3602 Westchase M iml CHECKED BY limmmilimill ilmommi REVIEWED BY: JDB Houston,Texas 77042 NM INI IIMIN I=MIIIMIII1111111111. (713)996-8990 TEL PEARLAND,TEXAS (713)996-8993 FAX = IMIIIMI wwwskci.com = TBPE Firm F-3257 ©2010 by Raba-lastner Consultants, Inc. .......j LOG OF BORING NO. B-1 R q._g,q Jasper Road&Hatfield Road Improvements �', E Pearland,Texas TBPE Firm Registration No.F-3257 DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FTZ W I Ta -9---0--- —�--I} = m a a • 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 u 6 $ a DESCRIPTION OF MATERIAL y o ,,, y 3 zW PLASTIC WATER LIQUID gz O9 $ LIMIT CONTENT LIMIT SURFACE ELEVATION:Existing grade,ft 10 29 39 40.59 69 70 8• • A ASPHALT-4INCHES \SAND BASE-6 INCHES e;0———X 20 LEAN CLAY(CL),stiff,dark gray - -w/silt seams to 4 ft 9 -gray from 2 ft to 5 ft 5 -w/calcareous nodules from 4 ft to 5 ft Boring terminated at a depth of about 5 ft z 0 H a w I- U 10- — w - - a w 2 I- - O w 15— cc (11111 - - w m 20— — 0 _ _ z O - x L9 0 J 25— — w - 2 - - W O - - Z 30— 35— DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 6/9/2017 DATE MEASURED: 6/9/2017 FIGURE: 2 LOG OF BORING NO. B-2 R A 13 A Jasper Road &Hatfield Road Improvements iik... KISTNER Pearland,Texas TBPE Firm Registration No.F-3257 7 DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FTZ t t -9---0---0----/---CI- r` o a o c 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 ors o g g i DESCRIPTION OF MATERIAL 3 z� PLASTIC WATER LIQUID g? a o v}i ,a„ 9 '3 LIMIT CONTENT LIMIT a SURFACE ELEVATION:Existing grade,ft m 10 2) 30 4p 50 6s 70 8p • A - A ASPHALT-4INCHES SAND BASE-6INCHES / r - - LEAN CLAY(CL),stiff,dark gray,w/silt - _ seams - : l!---X - 13 —5 -- -gray,w/ferrous stains from 4 ft to 5 ft ® • ———— Boring terminated at a depth of about 5 ft F- 0 a w m U —10— — wp w 2 O m r } J —15— — — FF-- 0 r - w ow w m —20— — — o - - Z 0 J I25— — F- O - Z -30— — — —35— — — DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 6/9/2017 DATE MEASURED: 6/9/2017 FIGURE: 3 LOG OF BORING NO. B-3 r • R AS A Jasper Road&Hatfield Road Improvements ��° K I " >E Pearland,Texas TBPE Firm Registration No.F-3257 DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FTZ jrg >-a A--- -- --�--D- = m a a c 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 u o N DESCRIPTION OF MATERIAL . e p in 7 W PLASTIC WATER LIQUID s? �o 9 3 LIMIT CONTENT LIMIT SURFACE ELEVATION:Existing grade,ft m X i 19 29• 39 49 50 6g 70 80 i ,ASPHALT-3INCHES SANDBASE-12INCHESrH �E•- X = 33FAT CLAY(CH),stiff,gray,w/ferrousnodules9 • - w/calcareous nodules from O ft to 5 ft g 5 - ____ Boring terminated at a depth of about 5 ft - 0 0 7 - o w J z F U 10— — w O ce - a w _ I- 0 O J Li_ 15— — a a _ w 0 - w 0 - w m 20— — 1- 0 z 0 J D O 2 N N O J 25— — w w w - 2 H - W F. O z 30— — 35-1111111:1':, DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 6/9/2017 DATE MEASURED: 6/9/2017 FIGURE: 4 LOG OF BORING NO. B-4 4.4 R A B`A Jasper Road & Hatfield Road Improvements 40 K1STNER Pearland,Texas TBPE Firm Registration No.F-3257 f.-"*"1 DRILLING J METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FT2 12, W -° 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 L„ g m a DESCRIPTION OF MATERIAL o2 PLASTIC WATER LIQUID `~"z a 0 ,r, ,a 9 -3 LIMIT CONTENT LIMIT S m SURFACE ELEVATION:Existing grade,ft 1) 2 ♦) 39 40 5) 6* 70 8* ASPHALT-6 INCHES r ,/, A // \SAND BASE-6INCHES / ©X• X 16 \LEAN CLAY(CL),stiff,dark gray,w/silt seams r Gg FAT CLAY(CH),stiff,dark gray - - •A —5 - - ---- Boring terminated at a depth of about 5 ft I- - - cc 0 Q. w cc - - - - F U —10— — I La --Ia Ln 0 w - w m 0 - - Z J 0 N _ _ (. Q —25— — — , v) w - - x 1- 1- 0 - - Z —30— — — —35— — — DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 6/9/2017 DATE MEASURED: 6/9/2017 FIGURE: 5 LOG OF BORING NO. B-5 A, 4 2 A B q Jasper Road &Hatfield Road Improvements 4 _ '1" T E R Pearland,Texas TBPE Firm Registration No.F-3257 DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FT2 t of j cc as -A-- O --�—� --o- si ig e. DESCRIPTION OF MATERIAL a. 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 o N p v}i w 3 Z3 PLASTIC WATER LIQUID sZ 9 LIMIT CONTENT LIMIT SURFACE ELEVATION:Existing grade,ft m 19 29 39 49 i 59 69 70 89 A A \ASPHALT-3 INCHES 1 \SANDBASE-8INCHES 1 -- 18 71 FILL:LEAN CLAY(CL),stiff,dark gray - -w/silt seams to 4 ft 9 • 5 -w/calcareous nodules from 4 ft to 5 ft 1 0 • Boring terminated at a depth of about 5 ft - I- s 0 a w cc r- U 10— — w O cc o. w x I- O z LL J 15— — }- s a w 0 - w N w m 20— — F- O _ z 0 J n O V, N O 25— — v, w 1- - w H O - z 30— — 35— — DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 6/9/2017 DATE MEASURED: 6/9/2017 FIGURE: 6 LOG OF BORING NO. B-6 R A B A . Jasper Road & Hatfield Road Improvements ozN..K I S T N E R Pearland,Texas TBPE Firm Registration No.F-3257 ) DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FTZ t t -0---o----0--�--o- o a c a 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 u o DESCRIPTION OF MATERIAL 3 Z� PLASTIC WATER LIQUID g? a o ", O 3 LIMIT CONTENT LIMIT a SURFACE ELEVATION:Existing grade,ft m 1 2) 3) 40 5) 6. 70 89 ^ ASPHALT-6INCHES r NP 49 SAND BASE-6 INCHES _ • SILTY SAND (SM),dark gray I LEAN CLAY(CL),stiff,gray and yellowish ®• brown- -w/ferrous stains to 4 ft - 0 • -5 -w/ferrous and calcareous nodules from 4 ft— - ---- ` to5ft / - Boring terminated at a depth of about 5 ft I- - cc O - - - - a w cc - - - - I- U -10- - - I - - -15- - - H ran 0 - w an - w co-20- - - 1- 0 - - Z O J O N N -25- - - iii in w F F- - O Z -30- - - -35- - DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 6/9/2017 DATE MEASURED: 6/9/2017 FIGURE: 7 LOG OF BORING NO. B-7 A A ; rillk\ Jasper Road &Hatfield Road Improvements I - E$E Pearland,Texas TBPE Firm Registration No.F-3257 DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FT2 t. of j m ,,a -9---0---0--z---❑- i I 1 DESCRIPTION OF MATERIAL N 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 p in ,a 3 z W PLASTIC WATER LIQUID gz N 9 '3 LIMIT CONTENT OMIT a SURFACE ELEVATION:Existing grade,ft a' 1p 2 3p 4p 50 6. 79 8p III -\ASPHALT-6 INCHES c ASAND BASE-6 INCHES i X-• X - 26 LEAN CLAY W/SAND(CL),stiff,dark gray,w/ sand seams w/gravel to 2 ft 041E0 83 -gray and yellowish brown from 4 ft to 5 ft 0,0 5 Boring terminated at a depth of about 5 ft - - cc 0 - 0. w I- v 10— — w O ce a w _ I- 0 O z LL J 15 — F nrilk _ a. w VI 0 w w m 20— - E- 0 z 9, 2 N O 25— - W LT w Li; I- O - z 30— — 35— — rilli DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 7/21/2017 DATE MEASURED: 7/21/2017 FIGURE: 8 LOG OF BORING NO. B-8 Aid BABA Jasper Road & Hatfield Road Improvements ' " 1 T N E R ,�+ Pearland,Texas TBPE Firm Registration No.F-3257 DRILLING METHOD: Straight Flight Auger LOCATION: See Figure 1 SHEAR STRENGTH,TONS/FT2 t t —0———O———®---— A ——0--- z 'a 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 o x„ o a DESCRIPTION OF MATERIAL 3 Z� PLASTIC WATER LIQUID s? c u, u, O 3 LIMIT CONTENT LIMIT ,11 SURFACE ELEVATION:Existing grade,ft m 1? 2' 3) 40i 5) 6Q 70 80 ASPHALT-6 INCHES SAND BASE-6 INCHES I 0 :: / FAT CLAY(CH),stiff,dark gray w/gravel and sand seams to 2 ft ♦; 0- 4< - 38 92 _ / EX> • —5 Boring terminated at a depth of about 5 ft F- cc 0 _ a w m - - - I- V —10 — — wp ix_ - a w 2 I- O CC- J LL —15 — — "' 0 - - w N w CO-20 — — I- O _ z 0 J O N Li-) O —25 - - w N w ♦— - w F O Z —30 — — —35 — — DEPTH DRILLED: 5.0 ft DEPTH TO WATER: Dry PROJ.No.: AHA17-051-00 DATE DRILLED: 7/21/2017 DATE MEASURED: 7/21/2017 FIGURE: 9 KEY TO TERMS AND SYMBOLS (1.6',,, MATERIAL TYPES • SOIL TERMS ROCK TERMS OTHER z,,,, rrl� /\/' �. 0``, I, yyj I /N/, CALCAREOUS PEAT II CHALK I LIMESTONE ASPHALT jGAUCHE SAND /!/ / ` n ^ i //!/i CLAYSTONE MARL n BASE n i CLAY SANDY �CLAY-SHALE � - METAMORPHIC S1-..• CONCRETE/CEMENT •VA r //, CLAYEY SILT CONGLOMERATE SANDSTONE - BRICKS/ / / �. ..v'`�r";" PAVERS 390 GRAVEL SILTY / DOLOMITE SHALE /ir. WASTE V x x x O IIIIII x x ^o GRAVELLY w\ FILL x x x IGNEOUS I I I I I I SILTSTONE NO INFORMATION rill\; WELL CONSTRUCTION AND PLUGGING MATERIALS x r r 4 x BENTONITE& I��1 BLANK PIPE / BENTONITE / CUTTINGS L�� CUTTINGS SAND ov l3 Q 's )oDC SCREEN CEMENT GROUT q•.• CONCRETE/CEMENT DO GRAVEL \ VOLCLAY SAMPLE TYPES STRENGTH TEST TYPES A, 9 POCKET PENETROMETER n ,`'.1., ROTARY 'A' ROTARY SHELBY TUBE Q TORVANE IGRAB \ NO SPLIT BARREL 0 UNCONFINED COMPRESSION SAMPLE RECOVERY ELI Q TRIAXIAL COMPRESSION UNCONSOLIDATED-UNDRAINED CORE NX CORE SPLIT SPOON I I TRIAXIAL COMPRESSION ❑ CONSOLIDATED-UNDRAINED III GEOPROBE PITCHER I� TEXAS CONE NOTE:VALUES SYMBOLIZED ON BORING LOGS REPRESENT SHEAR SAMPLER I I PENETROMETER STRENGTHS UNLESS OTHERWISE NOTED rik\ 3 ROTOSONIC DAMAGED RONTTAOSONIC CT DISTURBED PROJECT NO.AHA17-051-00 REVISED 04/2012 R A B A K I S T-N E R FIGURE 10a KEY TO TERMS AND SYMBOLS (CONT' )) • TERMINOLOGY Terms used in this report to describe soils with regard to their consistency or conditions are in general accordance with the discussion presented in Article 45 of SOILS MECHANICS IN ENGINEERING PRACTICE,Terzaghi and Peck,John Wiley&Sons, Inc., 1967, using the most reliable information available from the field and laboratory investigations. Terms used for describing soils according to their texture or grain size distribution are in accordance with the UNIFIED SOIL CLASSIFICATION SYSTEM,as described in American Society for Testing and Materials D2487-06 and D2488-00, Volume 04.08, Soil and Rock; Dimension Stone; Geosynthetics;2005. The depths shown on the boring logs are not exact,and have been estimated to the nearest half-foot. Depth measurements may be presented in a manner that implies greater precision in depth measurement,i.e 6.71 meters. The reader should understand and interpret this information only within the stated half-foot tolerance on depth measurements. RELATIVE DENSITY COHESIVE STRENGTH PLASTICITY Penetration Resistance Relative Resistance Cohesion Plasticity Degree of Blows per ft Density Blows per ft Consistency TSF Index Plasticity 0 - 4 Very Loose 0 - 2 Very Soft 0 - 0.125 0 - 5 None 4 - 10 Loose 2 - 4 Soft 0.125 - 0.25 5 - 10 Low 10 - 30 Medium Dense 4 - 8 Firm 0.25 - 0.5 10 - 20 Moderate 30 - 50 Dense 8 - 15 Stiff 0.5 - 1.0 20 - 40 Plastic > 50 Very Dense 15 - 30 Very Stiff 1.0 - 2.0 > 40 Highly Plastic > 30 Hard > 2.0 ABBREVIATIONS B = Benzene Qam,Qas,Qat = Quaternary Alluvium Kef = Eagle Ford Shale T = Toluene Qat = Low Terrace Deposits Kbu = Buda Limestone E = Ethylbenzene Qbc = Beaumont Formation Kdr = Del Rio Clay X = Total Xylenes Qt = Fluviatile Terrace Deposits Kft = Fort Terrett Member BTEX = Total BTEX Qao = Seymour Formation Kgt = Georgetown Formation TPH = Total Petroleum Hydrocarbons Qle = Leona Formation Kep = Person Formation ND = Not Detected Q-Tu = Uvalde Gravel Kek = Kainer Formation NA = Not Analyzed Ewi = Wilcox Formation Kes = Escondido Formation NR = Not Recorded/No Recovery Emi = Midway Group Kew = Walnut Formation OVA = Organic Vapor Analyzer Mc = Catahoula Formation Kgr = Glen Rose Formation ppm = Parts Per Million El = Laredo Formation Kgru = Upper Glen Rose Formation Kknm = Navarro Group and Marlbrook Kgrl = Lower Glen Rose Formation Marl Kh = Hensell Sand Kpg = Pecan Gap Chalk Kau = Austin Chalk PROJECT NO.AHA17-051-00 REVISED 04/2012 R A B A K I S T N E R FIGURE 10b KEY TO TERMS AND SYMBOLS (CONT' )) C.I6\ TERMINOLOGY SOIL STRUCTURE Slickensided Having planes of weakness that appear slick and glossy. Fissured Containing shrinkage or relief cracks,often filled with fine sand or silt;usually more or less vertical. Pocket Inclusion of material of different texture that is smaller than the diameter of the sample. Parting Inclusion less than 1/8 inch thick extending through the sample. Seam Inclusion 1/8 inch to 3 inches thick extending through the sample. Layer Inclusion greater than 3 inches thick extending through the sample. Laminated Soil sample composed of alternating partings or seams of different soil type. Interlayered Soil sample composed of alternating layers of different soil type. Intermixed Soil sample composed of pockets of different soil type and layered or laminated structure is not evident. Calcareous Having appreciable quantities of carbonate. Carbonate Having more than 50%carbonate content. SAMPLING METHODS RELATIVELY UNDISTURBED SAMPLING Cohesive soil samples are to be collected using three-inch thin-walled tubes in general accordance with the Standard Practice for Thin-Walled Tube Sampling of Soils(ASTM D1587)and granular soil samples are to be collected using two-inch split-barrel samplers in general accordance with the Standard Method for Penetration Test and Split-Barrel Sampling of Soils(ASTM D1586). Cohesive soil samples may be extruded on-site when appropriate handling and storage techniques maintain sample integrity and moisture content. STANDARD PENETRATION TEST(SPT) A 2-in.-OD,1-3/8-in.-ID split spoon sampler is driven 1.5 ft into undisturbed soil with a 140-pound hammer free falling 30 in. After the sampler is seated 6 in.into undisturbed soil,the number of blows required to drive the sampler the last 12 in.is the Standard Penetration Resistance or"N"value,which is recorded as blows per foot as described below. SPLIT-BARREL SAMPLER DRIVING RECORD Blows Per Foot Description 25 25 blows drove sampler 12 inches,after initial 6 inches of seating. 50/7" 50 blows drove sampler 7 inches,after initial 6 inches of seating. Ref/3" 50 blows drove sampler 3 inches during initial 6-inch seating interval, NOTE:To avoid damage to sampling tools,driving is limited to 50 blows during or after seating interval. PROJECT NO.AHA17-051-00 REVISED 04/2012 R A B A K I S T N E R FIGURE 10c RESULTS OF SOIL SAMPLE ANALYSES PROJECT NAME: Jasper Road & Hatfield Road Improvements Pearland, Texas FILE NAME:AHA17-051-00.GPJ 7/26/2017 BoringSampleBlows Liquid Plastic PlasticityDry Unit Shear Stren Strength WaterUSCS 9 Strength 9 Weight %-200 g No. Depth perft Content Limit Limit Index (pct) Sieve (tsfl Test (ft) (%) B-1 0.0 to 2.0 19 38 18 20 CL 0.75 PP 2.0 to 4.0 19 0.50 PP 4.0 to 5.0 19 0.50 PP B-2 0.0 to 2.0 15 0.75 PP 2.0 to 4.0 17 30 17 13 CL 0.50 PP 4.0 to 5.0 20 0.75 PP B-3 0.0 to 2.0 23 53 20 33 CH 0.50 PP 2.0 to 4.0 25 0.75 PP 4.0 to 5.0 20 0.75 PP B-4 0.0 to 2.0 21 34 18 16 CL 0.75 PP 2.0 to 4.0 23 1.25 PP 4.0 to 5.0 22 1.25 PP B-5 0.0 to 2.0 14 30 12 18 CL 71 0.75 PP 2.0 to 4.0 20 0.75 PP 4.0 to 5.0 22 0.50 PP B-6 0.0 to 2.0 12 NP SM 49 0.50 PP 2.0 to 4.0 18 0.75 PP 4.0 to 5.0 20 0.75 PP B-7 0.0 to 2.0 22 43 17 26 2.0 to 4.0 23 83 1.00 TV 4.0 to 5.0 21 0.90 TV B-8 0.0 to 2.0 22 0.80 TV 2.0 to 4.0 24 57 19 38 CH 92 0.90 TV 4.0 to 5.0 26 0.90 TV PP=Pocket Penetrometer TV=Torvane UC=Unconfined Compression FV=Field Vane UU=Unconsolidated Undrained Triaxial CU=Consolidated Undrained Triaxial PROJECT NO.AHA17-051-00 RABAKISTNER FIGURE 11 f. Ins ortant Information abut This . Geotechnical-Engineeriog Subsurface problems-are a`principal cause of:construction delays, cost overruns,claims, and disputes. While you cannot eliminate all such risks,you can manage them. The following information is provided.to help. Geotechnical Services Are Performed for assessment of their impact.Geotechnical engineers cannot Specific Purposes, Persons, and Projects accept responsibility or liability for problems that occur because Geotechnical engineers structure their services to meet the their reports do not consider developments of which they were specific needs of their clients.A geotechnical-engineering not informed. study conducted for a civil engineer may not fulfill the needs of a constructor—a construction contractor—or even another Subsurface Conditions Can Change civil engineer.Because each geotechnical-engineering study A geotechnical-engineering report is based on conditions that is unique,each geotechnical-engineering report is unique, existed at the time the geotechnical engineer performed the prepared solely for the client.No one except you should rely on study.Do not rely on a geotechnical-engineering report whose this geotechnical-engineering report without first conferring adequacy may have been affected by.the passage of time; with the geotechnical engineer who prepared it.And no one man-made events,such as construction on or adjacent to the —not even you—should apply this report for any purpose or site;or natural events,such as floods,droughts,earthquakes, project except the one originally contemplated. or groundwater fluctuations.Contact the geotechnical engineer before applying this report to determine if it is still reliable.A Read the Full Report minor amount of additional testing or analysis could prevent Serious problems have occurred because those relying on major problems. a geotechnical-engineering report did not read it all.Do not rely on an executive summary.Do not read selected Most Geotechnical Findings Are Professional elements only. Opinions Site exploration identifies subsurface conditions only at those Geotechnical Engineers Base Each Report on points where subsurface tests are conducted or samples are a Unique Set of Project-Specific Factors taken.Geotechnical engineers review field and laboratory Geotechnical engineers consider many unique,project-specific data and then apply their professional judgment to render. factors when establishing the scope of a study.Typical factors an opinion about subsurface conditions throughout the include:the client's goals,objectives,and risk-management site.Actual subsurface conditions may differ—sometimes preferences;the general nature of the structure involved,its significantly—from those indicated in your report.Retaining size,and configuration;the location of the structure on the the geotechnical engineer who developed your report to site;and other planned or existing site improvements,such as provide geotechnical-construction observation is the most access roads,parking lots,and underground utilities.Unless effective method of managing the risks associated with the geotechnical engineer who conducted the study specifically unanticipated conditions. indicates otherwise,do not rely on a geotechnical-engineering report that was: A Report's Recommendations Are Not Final • not prepared for you; Do not overrely on the confirmation-dependent • not prepared for your project; - recommendations included in your report.Confirmation- • not prepared for the specific site explored;or dependent recommendations are not final,because • completed before important project changes were made. geotechnical engineers develop them principally from judgment and opinion.Geotechnical engineers can finalize Typical changes that can erode the reliability of an existing their recommendations only by observing actual subsurface geotechnical-engineering report include those that affect: conditions revealed during construction.The geotechnical • the function of the proposed structure,as when it's changed engineer who developed your report cannot assume from a parking garage to an office building,or from a light- responsibility or liability for the report's confirmation-dependent industrial plant to a refrigerated warehouse; recommendations if that engineer does not perform the • the elevation,configuration,location,orientation,or weight geotechnical-construction observation required to confirm the of the proposed structure; recommendations'applicability. • the composition of the design team;or • project ownership. A Geotechnical-Engineering Report Is Subject to Misinterpretation (11116"\ As a general rule,always inform your geotechnical engineer Other design-team members'.misinterpretation of of project changes—even minor ones—and request an geotechnical-engineering reports has resulted in costly problems.Confront that risk by having your geotechnical others recognize their own responsibilities and risks.Read engineer confer with appropriate members of the design team these provisions closely.Ask questions.Your geotechnical after submitting the report.Also retain your geotechnical engineer should respond fully and frankly. engineer to review pertinent elements of the design team's plans and specifications.Constructors can also misinterpret Environmental Concerns Are Not Covered a geotechnical-engineering report.Confront that risk by The equipment,techniques,and personnel used to perform having your geotechnical engineer participate in prebid and an environmental study differ significantly from those used to preconstruction conferences,and by providing geotechnical perform a geotechnical study.For that reason,a geotechnical- construction observation. engineering report does not usually relate any environmental findings,conclusions,or recommendations;e.g.,about Do Not Redraw the Engineer's Logs the likelihood of encountering underground storage tanks Geotechnical engineers prepare final boring and testing logs or regulated contaminants. Unanticipated environmental based upon their interpretation of field logs and laboratory problems have led to numerous project failures.If you have not data.To prevent errors or omissions,the logs included in a yet obtained your own environmental information, geotechnical-engineering report should never be redrawn ask your geotechnical consultant for risk-management for inclusion in architectural or other design drawings.Only guidance.Do not rely on an environmental report prepared for photographic or electronic reproduction is acceptable,but someone else. recognize that separating logs from the report can elevate risk. Obtain Professional Assistance To Deal Give Constructors a Complete Report and with Mold Guidance Diverse strategies can be applied during building design, Some owners and design professionals mistakenly believe they construction,operation,and maintenance to prevent can make constructors liable for unanticipated subsurface significant amounts of mold from growing on indoor surfaces. conditions by limiting what they provide for bid preparation. To be effective,all such strategies should be devised for To help prevent costly problems,give constructors the the express purpose of mold prevention,integrated into a complete geotechnical-engineering report,but preface it with comprehensive plan,and executed with diligent oversight by a a clearly written letter of transmittal.In that letter,advise professional mold-prevention consultant.Because just a small constructors that the report was not prepared for purposes amount of water or moisture can lead to the development of of bid development and that the report's accuracy is limited; severe mold infestations,many mold-prevention strategies encourage them to confer with the geotechnical engineer focus on keeping building surfaces dry.While groundwater, who prepared the report(a modest fee may be required)and/ water infiltration,and similar issues may have been addressed or to conduct additional study to obtain the specific types of as part of the geotechnical-engineering study whose findings information they need or prefer.A prebid conference can also are conveyed in this report,the geotechnical engineer in be valuable.Be sure constructors have sufficient time to perform charge of this project is not a mold prevention consultant; additional study.Only then might you be in a position to none of the services performed in connection with the give constructors the best information available to you, geotechnical engineer's study were designed or conducted for while requiring them to at least share some of the financial the purpose of mold prevention.Proper implementation of the responsibilities stemming from unanticipated conditions. recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure Read Responsibility Provisions Closely involved. Some clients,design professionals,and constructors fail to recognize that geotechnical engineering is far less exact than Rely,on Your GBC-Member Geotechnical Engineer other engineering disciplines.This lack of understanding for Additional Assistance has created unrealistic expectations that have led to Membership in the Geotechnical Business Council of the disappointments,claims,and disputes.To help reduce the risk Geoprofessional Business Association exposes geotechnical of such outcomes,geotechnical engineers commonly indude engineers to a wide array of risk-confrontation techniques a variety of explanatory provisions in their reports.Sometimes that can be of genuine benefit for everyone involved with labeled"limitations;'many of these provisions indicate where a construction project.Confer with you GBC-Member geotechnical engineers'responsibilities begin and end,to help geotechnical engineer for more information. 5 GEOTECHNICAL BUSINESS COUNCIL mot aliEW of the Geoprofessional BasinetsAssociaHon 8811 Colesville Road/Suite G106,Silver Spring,MD 20910 Telephone:301/565-2733 Facsimile:301/589-2017 e-mail:info@geoprofessional.org www.geoprofessional.org Copyright 2015 by Geoprofessional Business Association(GBA).Duplication,reproduction,or copying of this document,or its contents,in whole or in part, by any means whatsoever,is strictly prohibited,except with GBA's specific written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of GBA,and only for purposes of scholarly research or book review.Only members of GBA may use this document as a complement to or as an element of a geotechnical-engineering report.Any other firm,individual,or other entity that so uses this document without being a GBA member could be commiting negligent or intentional(fraudulent)misrepresentation. (°11Ib\ rh\ ENGINEERING • ENVIRONMENTAL • INFRASTRUCTURE • PROJECT CONTROL Austin, TX San Antonio, TX Lake Worth, FL Brownsville, TX Houston, TX Lincoln, NE Dallas, TX McAllen, TX Salt Lake City, UT Freeport, TX New Braunfels, TX Mexico (1111 \ RABA KISTNER