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C2022-073 - 1/11/2022 - Approved (3)
DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 00 61 13 PERFORMANCE BOND BOND NO. 1001186264 Contractor as Principal Surety Name: JE Construction Services LLC Name: U.S.Specialty Insurance Company Mailing address (principal place of business): Mailing address(principal place of business): 7505 Up River Rd. 13403 Northwest Freeway Corpus Christi,Texas 78409 Houston, TX 77040 Physical address (principal place of business): Owner 13403 Northwest Freeway Name: City of Corpus Christi,Texas Houston, TX 77040 Mailing address (principal place of business): Contracts and Procurement Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Texas Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): Proiect No. 21034 (713) 462-1000 Cefe F.Valenzuela Landfill Scale House Pavement Telephone(for notice of claim): Repairs (972) 772-7220 Local Agent for Surety Name: Robert G. Kanuth Award Date of the Contract: April 13,2022 Address: 2255 Ridge Road,Ste 333 Contract Price: $1,351,403.00 Rockwall,TX 75087 Telephone: (972)772-7220 Bond Email Address: Rkanuth@kandsins.com Date of Bond: April 19, 2022 The address of the surety company to which any notice of claim should be sent may be obtained C (Date Bond cannot be earlier than Award Date from the Texas Dept. of Insurance by calling the of the Contract) following toll-free number:1-800-252-3439 Performance Bond 006113-1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 6/11/2021 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Surety and Contractor,intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators,executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal JConstruction Services,E Construices, LLC Surety U.S. Specialty Insurance Company � Signature: —° " c;' r` "� . Signature: Name: l)i"c: "z� Name: Robert G. Kanuth Title: Title: Attorney-in-Fact Email Address: tqY Z c S , c C Email Address: Rkanuth@kandsins.com C (Attach Power of Attorney and place surety seal below) END OF SECTION Performance Bond 006113-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs Project No, 21034 6/11/2021 DocuSign Envelope ID:98C4207C-6230-4lCl-8588-lA4EDA5EFF7F fl TOKIOMARINE POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the"Companies"), do by these presents make, constitute and appoint: Johnny Moss, Jay Jordan, Tony Fierro, Jeremy Barnett,Jade Porter, Mistie Beck, Robert G. Kanuth or Jarrett Willson of Rockwall, Texas its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above,with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed ******Ten Million'" Dollars ( '10,000,000.00— ). This Power of Attorney shall expire without further action on January 315t, 2024. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts,and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 23rd day of September,2021. AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY A State of California 6 UPIKI- County of Los Angeles %s k 'fixBy: s ......... Daniel P.Aguilar,Vice President A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company,Texas Bonding Company, United States Surety Company and U.S.Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 6— WITNESS my hand and offs ' I seal. P-bk-c1liffomin Las Angeles C.',v CcrAmlsslon#2320307 MYGomm.EXPIMJan 31,2024 I Signature (seal) 1, Kio Lo, Assistant Secretary opAmerican Contractors Indemnity Company, Texas Bonding Company, United States Surety Companyand U.S.Specialty Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect;furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In ir ss Whereof, I a �eunto set m h d affixed the seals of said Companies at Los Angeles, California this day of Corporate Seal Bond No. -f'Y r;% Nos-oy, + 4Nz 1� I Ir 'c4 . Kio Lo, AssikaA Secretary Agency No. 17042 .... ......... HCCSMANPOA09/2021 visit tmhcc.com/surety for more inform-qticm DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 00 61 16 PAYMENT BOND BOND NO. 1001186264 Contractor as Principal Surety Name: JE Construction Services LLC Name: U.S.Specialty Insurance Company Mailing address (principal place of business): Mailing address(principal place of business): 7505 Up River Rd. 13403 Northwest Freeway Corpus Christi,Texas 78409 Houston, TX 77040 Physical address(principal place of business): Owner 13403 Northwest Freeway Name: City of Corpus Christi,Texas Houston, TX 77040 Mailing address (principal place of business): Contracts and Procurement Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Texas Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): Project No. 21034 (713)462-1000 Cefe F.Valenzuela Landfill Scale House Pavement _Repairs Telephone(for notice of claim): (972) 772-7220 Local Agent for Surety Name: Robert G. Kanuth Award Date of the Contract: April 13, 2022 Address: 2255 Ridge Road,Ste 333 Contract Price: $1,351,403.00 Rockwall,TX 75087 Bond Telephone: (972)772-7220 Email Address: Rkanuth@kandsins.com Date of Bond: April 19, 2022 The address of the surety company to which any (Date of Bond cannot be earlier than Award Date notice of claim should be sent may be obtained of Contract) from the Texas Dept. of Insurance by calling the following toll-free number:1-800-252-3439 Payment Bond Form 006116-1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 6/11/2021 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Surety and Contractor,intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void,otherwise the obligation is to remain in full farce and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the some extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal JE Construction Services LLC Surety U.S. Specialty Insurance Company Signature: " Signature: r" Name: G&A"T- i :7- -er; Name: Robert G. Kanuth Title: VP Title: Attorney-in-Fact Email Address: qy e,.^ P6 ae rS Cf Email Address: Rkanuth@kandsins.com (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Form 006116-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs Project No, 21034 6/11/2021 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F TOKIO MARL N E HCC POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the"Companies"), do by these presents make, constitute and appoint: Johnny Moss, Jay Jordan, Tony Fierro, Jeremy Barnett,Jade Porter, Mistie Beck, Robert G. Kanuth or Jarrett Willson of Rockwall, Texas its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above,with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed ******Ten Million****** Dollars ( ***10,000,000,00*** ). This Power of Attorney shall expire without further action on January 31St, 2024. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts,and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate`relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 23rd day of September,2021. AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY �,�gAGfAHs� a 111},NU�,y �d,��884kf" 0+111,Hr State of California "°F¢� °' °�gw 44 `p y t w cr.fta idva 1 14C z�u r, wt , !o '�# ,.. a 3s'' �I��"ro"�."� County of Los Angeles s G��1 �ry �% S ;a By: Darnel P.Aguilar,Vice President A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or vafidit of that document On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company,Texas Bonding Company,'United States Surety Company and U.S.Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person,or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. , 1 .41r1 LEF1E4D WITNESS my hand and oftl ' I seal. - rNotuyPublic-calHomin [' Los Angeles County Commfsslon#2320307' Signature (seal) My Comm,EXP1res Jan 31,2024 ---� �' — I, Kio Lo, Assistant Secretary o American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S.Specialty Insurance Company,do hereby certify that the above and foregoing is,a true and correct copy of a Power of Attorney,executed by said Companies,which is still in full force and effect;furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. i ess Whereof, I ave h reunto set m nd affixed the seals of said Companies at Los Angeles, California this day of _71 ,r I 9,Y1ll) i\ YI II CorCorporate Seals �aacrna� y s o?c>iNoc 4 cx�&�nC f r av nein ca•, p Bond No. 'r Ui NA o a W 3Cpt l @G0: n Yi F r YT Agency No:` 17042 ` c o-4' s��, �' �% �r Kio Lo, Assi Secretary auvone .a ,rFa�7 0, 0 nnuuumr,a" �ii ' ,,,ryµpA i,I�iu PJa HCCSMANPOA09/2021 visit tmhcc.com/surety for more inforsmaVon DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F U.S. Specialty Insurance Company TEXAS COMPLAINT NOTICE IMPORTANT NOTICE AVISO IMPORTANTE 1. To obtain information or make a complaint: Para obtener informacion o para someter una quej a: 2. You may contact your agent. Puede comunicarse con su agente. 3. You may call the company's toll free telephone Usted puede hamar a] numero de telefono gratis number for information or to make a complaint at: de la compania's para informacion o para someter una queja al: 1-800-486-6695 1-800-486-6695 4. You may also write to the company at: Usted tambien puede escribir a la compania: 801 S. Figueroa Street, Suite 700 801 S. Figueroa Street, Suite 700 Los Angeles, CA 90017 Los Angeles,CA 90017 5. You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion acerca coverages, rights, or complaints at: de companias, coberturas, derechos, o quejas al: 1-800-252-3439 1-800-252-3439 6. You may write to the Texas Department of Puede escribir a]Departamento de Seguros de Insurance at: Texas a]: Consumer Protection(111-1A) Consumer Protection(111-1A) P.O. Box 149091 P.O. Box 149091 Austin,TX 78714-9091 Austin,TX 78714-9091 Fax No. (512)490-1007 Fax No. (512)490-1007 Web: http://www.tdi.texas.gov Web: http://www.tdi.state.tx.us E-mail: ConsumerProtectiongtdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov 7. PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a premium or about a claim you should contact the un reclamo, Bebe comunicarse con el agente o la agent or the company first. If the dispute is not compania primero. Si no se resuelve la disputa, resolved,you may contact the Texas Department puede entonces comunicarse con el departamento of Insurance. (TDI). 8. ATTACH THIS NOTICE TO YOUR POLICY UNA ESTE AVISO A SU POLIZA This notice is for information only and does not Esta aviso es solo para propos]to de informacion y become a part or condition of the attached no se convierte en parte o condicion del document. documento adjunto. 1'1CCSTWO008/10 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F DATE(MM/DD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 04/18/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Honey Counts NAME: K&S Insurance Agency ACNE. Ext): (972)772-7262 a/c,No): (972)771-4695 2255 Ridge Road,Ste.333 E-MAIL hcounts@kandsins.com ADDRESS: P.O.Box 277 INSURER(S)AFFORDING COVERAGE NAIC# Rockwall TX 75087 INSURERA: FCCI Insurance Co. 10178 INSURED INSURER B: Monroe Guaranty Ins.Co. 32506 JE Construction Services LLC INSURER C: National Trust Insurance Co. 20141 7505 Up River Rd INSURER D: Texas Mutual Insurance Co. 22945 INSURER E. Hanover Insurance Company 22292 Corpus Christi TX 78409 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE FX OCCUR PREM SDAMAGES Ea oNcurDrence $ 100,000 MED EXP(Any one person) $ 10,000 A CPP100032611 11/02/2021 11/02/2022 PERSONAL&ADV INJURY $ 1'000'000 MOTHER LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CA100007275 11/02/2021 11/02/2022 BODILY INJURY(Pe r accide nt) $ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5'000'000 C EXCESS LAB CLAIMS-MADE UMB100018988 11/02/2021 11/02/2022 AGGREGATE $ 5'000'000 DED I X1 RETENTION $ 10'000 �/ $ WORKERS COMPENSATION /� STATUTE EORH AND EMPLOYERS'LIABI LI TY Y/N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ D OFFICER/MEMBER EXCLUDED? N/A 0001306815 05/17/2021 05/17/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Contractors Equipment Max Per Item 700,000 E Leased/Rented Equipment IHDA75524905 11/02/2021 11/02/2022 Deductible 1,000 Ded items over$500K 5,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project:21034 Cefe F.Valenzuela Landfill SEE ATTACHED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Corpus Christi-Engineering Attn:Construction Contract Admin ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 9277 AUTHORIZED REPRESENTATIVE Corpus Christi TX 78469-9277 " t @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F AGENCY CUSTOMER ID: LOC#: ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED K&S Insurance Agency JE Construction Services LLC POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance:Notes GENERAL LIABILITY: General Liability policy includes automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. General Liability policy contain an endorsement with"Primary and Noncontributory"wording. General Liability policy includes automatic waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. AUTOMOBILE LIABILITY: Automobile policy includes automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. Automobile policy contain an endorsement with"Primary and Noncontributory"wording. Automobile policy includes automatic waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. WORKERS COMPENSATION: Workers Compensation policy includes a blanket waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. Umbrella policy follows form. "ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE,LIMITS,CONDITIONS AND EXCLUSIONS. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F IL 060 (07 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET NOTIFICATION TO OTHERS OF CANCELLATION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM BUSINESSOWNERS COVERAGE FORM COMMERCIAL CRIME COVERAGE FORM COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM COMMERCIAL OUTPUT POLICY COMMERCIAL PROPERTY COVERAGE PART FARM COVERAGE PART FARM UMBRELLA COVERAGE FORM GARAGE COVERAGE FORM LIQUOR LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART If we cancel this policy for any statutorily permitted reason other than nonpayment of premium we will mail notice of cancellation to 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 shown in the Declarations receives notice from us of the cancellation of this policy; and, 2. We receive such written request at least 45 days before the effective date of cancellation. We will mail such notice at least 30 days before the effective date of the cancellation. Irrespective of any of the provisions above, nothing herein is intended to vest any right in the person or organization to be given notice, and said person or organization shall have no rights under this policy if he/it does not receive notice per this endorsement. IL 060 (07 13) Copyright 2013 FCCI Insurance Group. Page 1 of 1 Insured Copy DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F POLICY NUMBER: CA100007275-06 IL 011 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDED NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM BUSINESSOWNERS COVERAGE FORM COMMERCIAL CRIME COVERAGE FORM COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM COMMERCIAL OUTPUT POLICY COMMERCIAL PROPERTY COVERAGE PART FARM COVERAGE PART FARM UMBRELLA COVERAGE FORM LIQUOR LIABILITY COVERAGE PART MOTOR CARRIER COVERAGE FORM PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE A. Number of Days' Notice: 30 B. Person(s)or Organization Name and Address: Flatiron/Dragados, LLC (#570000066786) c/o Aon Risk Services Central 4 Overlook Pt Lincolnshire, IL 60069-4337 (If no entry appears above, information required to complete this Schedule will be shown in the Declarations as applicable to the endorsement.) For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation to the first Named Insured, as provided in Paragraph 2. of either the Cancellation Common Policy Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in item A. in the Schedule above. When a person or organization is listed in item B. in the Schedule above, the number of days notice in item A. also applies to the person(s)or organization listed in the schedule. IL 011 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 3 Copyright 2015 FCCI Insurance Group. Insured Copy DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Commercial General Liability Coverage Form, and will apply unless excluded by separate endorsement(s)to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows: SECTION I-COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. "Bodily injury"or"property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury"or"property damage" resulting from the use of reasonable force to protect persons or property. 2. Non-owned Watercraft Exclusion 2.g. (2) (a) is replaced with the following: (a) Less than 51 feet long; and 3. Property Damage Liability—Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph (4)of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for"property damage"to any one borrowed equipment item under this coverage is $25,000 per"occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data"that does not result from physical injury to tangible property. The most we will pay under Coverage A for"property damage" because of all loss of"electronic data" arising out of anyone "occurrence" is $10,000. We have no duty to investigate or defend claims or"suits" covered by this Limited Electronic Data Liability coverage. The following definition is added to SECTION V— DEFINITIONS of the Coverage Form: "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) For purposes of this Limited Electronic Data Liability coverage, the definition of"Property Damage" in SECTION V— DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence"that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the "occurrence"that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I —COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended as follows: Paragraph 2.e. Exclusions—the Contractual Liability Exclusion is deleted. SECTION I —COVERAGES, the following coverages are added: COVERAGE D.VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement We will pay, at your request, for"property damage" caused by an "occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage"to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; e. Property caused by or arising out of the "products-completed operations hazard"; f. Motor vehicles; g. "Your product" arising out of it or any part of it; or h. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of$250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 2 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage)available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 1. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage" caused by an "occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the "property damage" arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage"to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; d. Property caused by or arising out of the "products-completed operations hazard"; e. Motor vehicles; f. "Your product" arising out of it or any part of it; or g. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of$250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMITED PRODUCT WITHDRAWAL EXPENSE 1. Insuring Agreement a. If you are a "seller", we will reimburse you for"product withdrawal expenses" associated with "your product" incurred because of a "product withdrawal'to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) a. This insurance applies to a "product withdrawal"only if the "product withdrawal" is initiated in the "coverage territory" during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses"which are incurred and reported to us within one year of the date the "product withdrawal"was initiated. d. The initiation of a "product withdrawal"will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees (other than those employees directly involved in making the determination)your decision to conduct a "product withdrawal"This applies regardless of whether the determination to conduct a "product withdrawal" is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a "product withdrawal" and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to participate in the "product withdrawal", whichever comes first. e. "Product withdrawal expenses" incurred to withdraw"your products"which contain: (1) The same "defect"will be deemed to have arisen out of the same "product withdrawal"; or (2) A different"defect"will be deemed to have arisen out of a separate "product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal" expenses" arising out of: a. Any"product withdrawal" initiated due to: (1) The failure of"your products"to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury"or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of"your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of"your product"; or (b) "Product tampering". (4) Expiration of the designated shelf life of"your product". b. A"product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's "executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury" or"property damage" is excluded under Coverage A- Bodily Injury And Property Damage Liability by endorsement. d. Recall of"your products"which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or"suit" against you for"product withdrawal expenses". CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 4 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS: e. Duties In The Event Of A"Defect" Or A'Product Withdrawal' (1) You must see to it that we are notified as soon as practicable of any actual, suspected or threatened "defect" in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include: (a) How, when and where the "defect"was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of"your product". (2) If a "product withdrawal' is initiated, you must: (a) Immediately record the specifics of the "product withdrawal" and the date it was initiated; (b) Send us written notice of the "product withdrawal" as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal"; (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal'. 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. 'Product tampering" is an act of intentional alteration of"your product"which may cause or has caused "bodily injury" or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal"will not be limited to those batches of"your product"which are known or suspected to have been tampered with. c. 'Product withdrawal' means the recall or withdrawal of"your products", or products which contain "your products", from the market or from use, by any other person or organization, because of a known or suspected "defect" in "your product", or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury" or physical injury to tangible property. d. 'Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal": (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non-salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 5 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (8) Costs of proper disposal of"your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but"product withdrawal expenses" does not include costs of the replacement, repair or redesign of"your product", or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller" means a person or organization that manufactures, sells or distributes goods or products. "Seller"does not include a "contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor', we will pay those sums that you become legally obligated to pay as damages because of"property damage"to "your product", "your work"or"impaired property", due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or"suits" covered by this Contractors Errors or Omissions coverage. This coverage applies only if the "property damage"occurs in the "coverage territory' during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments—Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. "Bodily injury"or"personal and advertising injury". b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c. Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship. d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 6 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage"to property owned by, rented or leased to the insured. h. Any liability incurred or"property damage"which occurs, in whole or in part, before you have completed "your work." "Your work"will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. i. Any liability arising from "property damage"to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. I. "Property damage" to property other than "your product," "your work"or"impaired property." m. Any liability arising from claims or"suits"where the right of action against the insured has been relinquished or waived. n. Any liability for"property damage"to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints, work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p. Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G, the following definition is added to the Definitions section: a. "Contractor" means a person or organization engaged in activities of building, clearing, filing, excavating or improvement in the size, use or appearance of any structure or land. "Contractor" does not include a "seller" as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 7 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) We may pay any part or all of the deductible amount to effect settlement of any claim or"suit", and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION III LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an "occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your"employees" or anyone acting on your behalf. The damages covered by this endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys; or c. Cost of new locks, if required, including the cost of installation. 2. Exclusions This insurance does not apply to: a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b. Any resulting loss of use; or c. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; or 5) Dishonesty. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or"suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits Of Insurance. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 8 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) SECTION I -COVERAGES, SUPPLEMENTARY PAYMENTS—COVERAGE A and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS—COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS—COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to$2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies.We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit", including actual loss of earnings up to $500 a day because of time off from work. SECTION II—WHO IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The "employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50%of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the "bodily injury", "property damage" or"personal and advertising injury"for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k. below; and (5) Nothing herein shall extend the term of this policy. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 9 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any"occurrence"that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) "Bodily injury", "property damage", or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury"or"property damage" included within the "products-completed operations hazard". i. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to liability for"bodily injury", "property damage"or"personal and advertising injury' caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s)or organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any"occurrence"which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additional insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to "bodily injury"or"property damage" caused by"your products"which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) "Bodily injury"or"property damage"for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement. (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product" made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 10 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury"or"property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization,from whom you have acquired such products,or any ingredient, part or container, entering into, accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows: a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III — LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of"bodily injury" or"property damage" included in the "products-completed operations hazard"; c. Damages under Coverage B; d. Voluntary"property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: 5. Subject to Paragraph 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; c. Voluntary"property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury" and "property damage" arising out of any one "occurrence". 3. Paragraph 6. is replaced with the following: 6. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to any one premises, while rented to you, CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 11 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the higher of$10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of"bodily injury' sustained by anyone person. 5. Paragraph 8. is added as follows: 8. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one "occurrence" is $1,500. The most we will pay in any one-policy period, regardless of the number of claims made or suits brought, is $3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage" arising out of any one "occurrence" is $1,000. The most we will pay in any one-policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for"product withdrawal expenses" in any one-policy period, regardless of the number of insureds, "product withdrawals" initiated or number of"your products"withdrawn is $10,000. 8. Paragraph 11. is added as follows: 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one-policy period, regardless of the number of insureds, claims or"suits" brought, or persons or organizations making claim or bringing "suits" is $10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is $50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each "location" owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 12 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim, or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. This requirement applies only when the "occurrence"or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an "employee")or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and where the "occurrence"or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence"or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the "occurrence"or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not-for-profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person (other than an "employee")or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an "occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an "occurrence"to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon as you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. 4. Paragraph 6. is replaced with the following: 6. Representations CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 13 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. 5. The following is added to paragraph 8. Transfer Of Rights Of Recovery Against Others To Us: However, we waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongoing operations or"your work" included in the "products-completed operations hazard" under the following conditions: a) Only when you have agreed in writing to waive such rights of recovery in a contract or agreement; b) Only as to the person/entity as to whom you are required by the contract to waive rights of recovery; and c) Only if the contract or agreement is in effect during the term of this policy, and was executed by you prior to the loss. 6. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 14 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU - ONGOING OPERATIONS AND PRODUCTS-COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE OPTIONAL Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the"coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II—Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s)or organization(s) is an additional insured only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf in the performance of your ongoing operations for the additional insured; or 3. Your work" performed for the additional insured and included in the"products-completed operations hazard" if such coverage is specifically required in the written contract or agreement. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 1 of 3 Copyright 2013 FCCI Insurance Group. DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) However, the insurance afforded to such additional insured(s)described above: 1. Only applies to the extent permitted by law; 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; 3. Will not be broader than that which is afforded to you under this policy; and 4. Nothing herein shall extend the term of this policy. B. The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. D. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. Section IV—Commercial General Liability Conditions is amended as follows: The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement must as soon as practicable: 1. Give us written notice of an "occurrence" or an offense which may result in a claim or"suit' under this insurance, and of any claim or"suit'that does result; 2. Send us copies of all legal papers received in connection with the claim or"suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions; and 3. Tender the defense and indemnity of any claim or"suit' to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement and agree to make available all such other insurance. However, this condition does not affect Paragraph C. above. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 2 of 3 Copyright 2013 FCCI Insurance Group. DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or"suit'. F. This endorsement does not apply to any additional insured or project that is specifically identified in any other additional insured endorsement attached to the Commercial General Liability Coverage Form. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 3 of 3 Copyright 2013 FCCI Insurance Group. DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL AUTO CAU 058 (05 19) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO FIRST CHOICE COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Business Auto Coverage Form, and will apply unless excluded by separate endorsement(s) to the Business Auto Coverage Form. With respect to coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. The Business Auto Coverage Form is amended as follows: SECTION II—COVERED AUTOS LIABILITY COVERAGE is amended as follows: A. Paragraph 1.Who Is An Insured in section A. Coverage is amended by the addition of the following: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary that is an "insured" under any other liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance. In order for such subsidiaries to be considered insured under this policy, you must notify us of such subsidiaries within 60 days of policy effective date. e. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain sole ownership or a majority interest. However, coverage under this provision: (1) Does not apply if the organization you acquire or form is an "insured" under another liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance; (2) Does not apply to"bodily injury" or"property damage"that occurred before you acquired or formed the organization; and (3) Is afforded only for the first 90 days after you acquire or form the organization or until the end of the policy period, whichever comes first. f. Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or"property damage" occurs and that is in effect during the policy period, to be named as an additional insured is an "insured"for Liability Coverage, but only for damages to which this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. g. Any"employee" of yours using: (1) a covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by an "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) an "auto" hired or rented under a contract or agreement in that"employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL AUTO CAU 058 (05 19) h. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow, while performing duties related to the conduct of your business or your personal affairs. B. Paragraphs (2) and (4) under section 2. Coverage Extensions, a. Supplementary Payments are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" solely at our request, including actual loss of earnings up to$500 a day because of time off from work. C. Paragraph 5. under section B. Exclusions is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Any fellow"employee" of the"insured" arising out of and in the course of a fellow"employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your"employees"that are officers or managers if the"bodily injury" results from the use of a covered "auto"you own, hire or borrow. Coverage is excess over any other collectible insurance; or b. The spouse, child, parent, brother or sister of that fellow"employee" as a consequence of Paragraph a. above. SECTION III — PHYSICAL DAMAGE COVERAGE is amended as follows: A. Paragraph 4. Coverage Extensions under section A. Coverage is deleted and replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to$50 per day to a total maximum of$1,500 for temporary transportation expense incurred by you due to covered loss to any covered auto. We will pay only for those covered "autos"for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 24 hours after a loss and ending, regardless of the policy's expiration,when the covered "auto" is returned to use or we pay for its"loss". b. Loss of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for hired "autos"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for hired "autos"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos". However, the most we will pay for any expenses for loss of use to any one vehicle is $75 per day, to a total maximum of$1,500. B. The following is added to paragraph 4. Coverage Extensions under section A. Coverage: c. Fire Department Service Charge When a fire department is called to save or protect a covered "auto", its equipment, its contents, or occupants from a covered cause of loss, we will pay up to $1,000 for your liability for fire department service charges assumed by contractor or agreement prior to loss. No deductible applies to this additional coverage. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 2 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL AUTO CAU 058 (05 19) d. Auto Loan/Lease Gap Coverage The following provisions apply: (1) If a long term leased "auto", under an original lease agreement, is a covered "auto" under this coverage form and the lessor of the covered "auto" is named as an additional insured under this policy, in the event of a total loss to the leased covered "auto", we will pay any unpaid amount due on the lease, less the amount paid under the Physical Damage Coverage Section of the policy; and less any: (a) Overdue lease or loan payments including penalties, interest, or other charges resulting from overdue payments at the time of the"loss"; (b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (c) Security deposits not refunded by the lessor; (d) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan or lease; and (e) Carry-over balances from previous loans or leases. (2) If an owned "auto" is a covered "auto" under this coverage form and the loss payee of the covered "auto" is named a loss payee under this policy, in the event of a total loss to the covered "auto", we will pay any unpaid amount due on the loan, less the amount paid under the Physical Damage Coverage Section of the policy; and less any; (a) Overdue loan payments at the time of the"loss"; (b) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan; and (c) Carry-over balances from previous loans. C. Paragraph 3. under section B. Exclusions is deleted and replaced by the following: 3. We will not pay for"loss" due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown b. Blowouts, punctures or other road damage to tires This exclusion does not apply to such "loss" resulting from the total theft of a covered "auto". However, this exclusion does not include the discharge of an airbag in a covered "auto" you own that inflates due to a cause other than a cause of"loss" set forth in Paragraphs A.1.b and A.1.c.but only: a. If that"auto" is a covered "auto"for Comprehensive Coverage under this policy; b. The airbags are not covered under any warranty; and c. The airbags were not intentionally inflated We will pay up to a maximum of$1,000 for any one "loss". D. Section D. Deductible is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations subject to the following: Any Comprehensive Coverage deductible shown in the Declarations does not apply to: (1) "Loss" caused by fire or lightning; and (2) "Loss"arising out of theft of your vehicle if your vehicle is equipped with an active GPS tracking system. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F COMMERCIAL AUTO CAU 058 (05 19) (3) Glass damage if repaired rather than replaced. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: A. The following is added to paragraph a. under section A. Loss Conditions, 2. Duties in the Event of Accident, Claim, Suit or Loss: This duty applies when the "accident", claim, "suit" or"loss" is first known to: (a) You, if you are an individual; (b) A partner, if you are a partnership; (c) An executive officer or insurance manager, if you are a corporation; or (d) A member or manager, if you are a limited liability company. B. Condition 5.Transfer of Rights of Recovery against Others to Us under section A. Loss Conditions is deleted and replaced by the following: 5. Transfer of Rights of Recovery against Others to Us If a person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after"accident"or"loss"to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing of such a waiver with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this coverage form. C. The following is added to Condition 2. Concealment, Misrepresentation or Fraud under section B. General Conditions: However, if you unintentionally fail to disclose any hazards at the inception of your policy, we will not deny coverage under this coverage form because of such failure. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. D. Paragraph b. of Condition 5. Other Insurance under section B. General Conditions is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos"you own; (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your"employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any"auto" you hire from any of your"employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 4 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:98C4207C-6230-4lCl-8588-lA4EDA5EFF7F COMMERCIAL AUT OM01311 E CAU 0,42(01 1), TN :I:S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED DESIGNATED PERSON OR ORGANIZATION ISI! III ARY/NON-CO NiTRI BUTC RY COVERAGE This endorsement modifies insurance provided under the following, BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section Il. k 1. Who Is An Insured is amended: by adding the following, 1:. Any person or organization designated in the schedule below,is an"insured"for Liability Coverage but only to the extent that person or organization qualifies as an"jinsured" under the Who Is An Insured Provision contained in Section, IN of the Coverage Form. 2, This insurance is primary and non-contributory to other coverages of the person or organization shown in the Schedule when so required in: a written contract or agreement that is executedprior to the loss for which coverage is sought. SCHEDULE Name of Person or Organization: Any person or organization who is required under a written contract or agreement between you and that person or i organization„ that is signed and executed by you before the ?bodily inj:ulry? or ?'property damage?occurs and that is in effect during the policy period, CAU:042(01 1:15) Includes copyrighted material of the Insurance Services Office, Inc,,with its permission. Page 1 of 1 Copyright 2013 FOCI Insurance,Group. hsured Copy DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Tepvxcomutual WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Agent copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 5/17/21 at 12:01 a.m.standard time,forms a part of: Policy no. 0001306815 of Texas Mutual Insurance Company effective on 5/17/21 Issued to: JE CONSTRUCTION SERVICES LLC This is not a bill Authorized representative NCCI Carrier Code: 29939 PO Box 12058,Austin,TX 78711-2058 1 of 1 texasmutual.com 1 (800)859-5995 1 Fax (800)359-0650 WC 42 03 04 B DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 0 °b�nnwo�Ay"v 1852 00 52 23 AGREEMENT This Agreement, for the Project awarded on January 11, 2022, is between the City of Corpus Christi (Owner) and JE Construction, LLC (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Cefe F.Valenzuela Landfill Scale House Pavement Repairs Project Number 21034 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Hanson Professional Services Inc. 4501 Gollihar Road Corpus Christi,Texas 78411 igarza@hanson-inc.com 2.02 The Owner's Authorized Representative for this Project is:TBD Brett Van Hazel, PMP—Asst. Director of Construction City of Corpus Christi—Engineering Services 4917 Holly Rd, Bldg.#5 Corpus Christi,TX 78411 ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 75 calendar days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 90 calendar days after the date when the Contract Times commence to run. Agreement 005223- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. C. Milestones, and the dates for completion of each,are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding 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): 1. Substantial Completion: Contractor shall pay Owner $1,000 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner $1,000 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ 1,351,403.00 Agreement 005223-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. Agreement 005223-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Agreement 005223-4 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice,the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions,drawings, receipts,vouchers, memoranda,and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. b. Include Wastewater CD Exhibit if Project pertains to SSO CD work. C. List others as necessary. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. Agreement 005223-5 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI QocuSigned by DocuSigned by: 4/27/2022 4/27/2022 Rebecca Huerta Jeff mon s, .E. City Secretary Director of Engineering Services M2022-007 AUTHORIZED 1-11-2022 APPROVED AS TO LEGAL FORM: BY COUNCIL DS LDocuSigned by: n Mdly«r 4/26/2022 F Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR JE Cons ,&Ng5q1rhV1ces, LLC f (Seal Below) By: 4/25/2022 f.9a=1asaa�._. Note: Attach copy of authorization to sign if Title: VP person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief 7505 Up River Road Financial Officer Address Corpus Christi TX 78409 City State Zip 361-289-2901 361-289-2904 Phone Fax grant@jecs.cc Entail END OF SECTION Agreement 005223-6 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 00 30 01 BID FORM Project Name: CEFE F.VALE ZUELA LANDFILL SCALE HOUSE PAVEMENT REPAIRS Project Number: 21034 er; CITY OF CORPUS CHRISTI'TEXAS .2.e!igner HANSON PROFESSIONAL SERVICES INC. By its signature below, Bidder accepts all oft the terms and conditions of the Bidno le t,acknowledges receipt of all Addenda tote Bid and agrees,if this Bid is accepted,toe ter into a Contract withthe Owner and complete the Work in accordance with the Contract Documents forte Bid price. Ridder: i � �t....; �a r.' ' t .w,. (full legal n arri of Bid d r) Signature: (signature of person with authority to bird the Bidder) Marne: SOI -- ate. ....,.e- (printed name of person signing Bid Form) Title: N d) (title of person signing Bid Form) Attest: " °" (signature) State of Residency: Federal Tx IIS No. Address for Notices: Phone: � � Email: C.. if SE C GARZA 91790 go AL I »» » t e C. 6 P8 » 9/28/2021 Bid Form 00 30 01-Page].of 2 Cefe F.Valenzauela Landfill Scale House Pavement Repairs,Project No.,2.1.034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F ;ale House Pavement Re... Report Created On: 11/3/21 8:08:42 PM BID TOTALS BASE BID Total Part A-General $1,321,403.00 Part B-Allowances $30,000.00 Total $1,351,403.00 Part A-General No. Description Unit Qty Unit Price Ext Price Al Mobilization(Maximum 5%) LS 1 $29,000.00 $29,000.00 A2 Bonds and Insurance(Maximum AL 1 $15,000.00 $15,000.00 Allowance of 2%) A3 Street Excavation(Removal and Disposal SY 11792 $12.00 $141,504.00 of Existing HMAC and Base)Including(2) Speed Humps A4 Hot Mix Asphaltic Concrete, HMACType SY 10532 $18.00 $189,576.00 D(2") A5 Hot Mix Asphaltic Concrete, HMAC Type SY 10532 $28.00 $294,896.00 B(3 1/2") A6 Crushed Limestone Base Material(Type SY 10724 $26.00 $278,824.00 A,Grade 1-2)(9") A7 Cement Stabilized Subgrade(9 1/2") SY 10724 $10.00 $107,240.00 A8 Concrete Pavement QRCP 9 1/2",4,000 SY 1260 $92.00 $115,920.00 PSI) A9 Cement Stabilized Subgrade(8") SY 1260 $24.00 $30,240.00 A10 Automated Gate/Fencing and Manual LS 1 $1,200.00 $1,200.00 Gate/Fencing Removal All New Manual Aluminum Entrance Gate LS 1 $50,000.00 $50,000.00 (2)35 FT Opening and Fencing Al2 Remove Existing Bollards and Replace EA 27 $880.00 $23,760.00 with New A13 Realign Existing Drainage Ditch and LF 550 $25.00 $13,750.00 Seeding A14 Reflective Pavement Markings TY 1 (W) LF 660 $4.00 $2,640.00 (100 MIL) A15 Prefabricated Pavement Markings TY 1 EA 5 $380.00 $1,900.00 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ;ale House Pavement Re... Report Created On: 11/3/21 8:08:42 PM (W)(Straight Arrow)(100 MIL) A16 Relocate Existing Entrance Sign EA 1 $3,000.00 $3,000.00 (Concrete Base,4"-6"Thick-5'x 10') A17 Warning Traffic Sign(W3-4 36"x 36", Be EA 1 $1,000.00 $1,000.00 Prepared to Stop) A18 Jersey Barrier(Orange/White,Water LF 36 $107.00 $3,852.00 Filled) A19 Traffic Control Plan, Implementation, LS 1 $6,500.00 $6,500.00 and Maintenance A20 Remove Existing Pavement Markings LS 1 $600.00 $600.00 A21 Storm Water Pollution Prevention LS 1 $11,000.00 $11,000.00 A22 Ozone Advisory Days DAY 1 $1.00 $1.00 Subtotal: $1,321,403.00 Part 113-Allowances No. Description Unit Qty Unit Price Ext Price B1 Allowance for Unanticipated Street AL 1 $30,000.00 $30,000.00 Improvements Subtotal: $30,000.00 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F CONTRACT DOCUMENTS FOR CONSTRUCTION OF CEFE F. VALENZUELA LANDFILL SCALE HOUSE PAVEMENT REPAIRS PROJECT NUMBER 21034 Aj% ............................ ....�. � J05� C. GARZA �t .0 91790 4, 1852 Issued for bidding and Lonstruction 9/1/2021 HAINSON [Engineering 1I Planning I Allied Services Hanson Professional Services Inc. 4501 Gollihar Rd, Corpus Christi, TX 78411 Phone: 361-814-9900 TX Firm No. F-417 September 1, 2021 ; SII°°°VIII: IIR I: II::: II: II II,I IL . Record Drawing Number: SLF 141 SII""°'l ..�..II�RIj ..�..II SII°°°Nj II.:II:I , ; ASS IIMII: IL II: II::: II II II II /12012 II DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 00 01 00 TABLE OF CONTENTS Division/ Title Section Division 00 Preface Documents 00 00 00 Cover Sheet 00 01 00 Table of Contents Division 00 Procurement and Contracting Requirements 00 52 23 Agreement (Rev6-2021) 00 72 00 General Conditions (Rev6-2021) 00 73 00 Supplementary Conditions (Rev2-2020) Division 01 General Requirements 01 11 00 Summary of Work(Rev 10-2018) 01 23 10 Alternates and Allowances(Rev5-2020) 01 29 01 Measurement and Basis for Payment (Rev5-2020) 01 33 01 Submittal Register(Rev 10-2018) 01 35 00 Special Procedures(Rev 10-2018) 01 50 00 Temporary Facilities and Controls(Rev8-2019) 01 57 00 Temporary Controls(Rev8-2019) Part S Standard Specifications 022040 Street Excavation 022100 Select Material 022420 Silt Fence 025208 Soil—Cement Base (5-17) 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils, & Emulsions 025412 Prime Coat 025424 Hot Mix Asphalt Concrete Pavement 025620 Portland Cement Concrete Pavement 025802 Temporary Traffic Controls During Construction 025807 Pavement Markings (Paint and Thermoplastic) 025813 Preformed Thermoplastic Striping, Words & Emblems 028020 Seeding Table of Contents 000100- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No. 21034 Rev 5/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Division/ Title Section 030020 Portland Cement Concrete 032020 Reinforcing Steel 038000 Concrete Structures Part T Technical Specifications 02002 Storm Water Pollution Prevention 02836 Aluminum Cantilever Slide Gate Appendix Title 1 Geotechnical Engineering Report-Proposed Cefe Valenzuela Landfill Scale House Pavement Repairs FM 2444 &CR 20 Corpus Christi,Texas-PSI Project No. 0312-2151 END OF SECTION Table of Contents 000100-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No. 21034 Rev 5/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F sc 0 1852 00 52 23 AGREEMENT This Agreement, for the Project awarded on [insert Award Date], is between the City of Corpus Christi (Owner) and (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Cefe F.Valenzuela Landfill Scale House Pavement Repairs Proiect Number 21034 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Hanson Professional Services Inc. 4501 Gollihar Road Corpus Christi,Texas 78411 iearza@hanson-inc.com 2.02 The Owner's Authorized Representative for this Project is:TBD Name of Owner's Authorized Representative Office Address City,State,Zip Code Email ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 75 calendar days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Agreement 005223- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Conditions within 90 calendar days after the date when the Contract Times commence to run. B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. C. Milestones, and the dates for completion of each,are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding 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): 1. Substantial Completion: Contractor shall pay Owner $1,000 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner $1,000 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ Agreement 005223-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. Agreement 005223-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Agreement 005223-4 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice, the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions,drawings, receipts,vouchers, memoranda,and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. b. Include Wastewater CD Exhibit if Proiect pertains to SSO CD work. C. List others as necessary. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. Agreement 005223-5 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI Rebecca Huerta Michael Rodriguez City Secretary Chief of Staff AUTHORIZED APPROVED AS TO LEGAL FORM: BY COUNCIL Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR (Seal Below) By: Note: Attach copy of authorization to sign if Title: person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief Financial Officer Address City State Zip Phone Fax Entail END OF SECTION Agreement 005223-6 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project 21034 Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 00 72 00 GENERAL CONDITIONS Table of Contents Page Article 1—Definitions and Terminology.....................................................................................................10 1.01 Defined Terms.............................................................................................................................10 1.02 Terminology................................................................................................................................15 Article 2—Preliminary Matters...................................................................................................................16 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................16 2.02 Copies of Documents..................................................................................................................16 2.03 Project Management System......................................................................................................16 2.04 Before Starting Construction ......................................................................................................17 2.05 Preconstruction Conference; Designation of Authorized Representatives................................17 Article 3—Contract Documents: Intent, Requirements, Reuse.................................................................17 3.01 Intent...........................................................................................................................................17 3.02 Reference Standards...................................................................................................................18 3.03 Reporting and Resolving Discrepancies......................................................................................19 3.04 Interpretation of the Contract Documents.................................................................................20 3.05 Reuse of Documents...................................................................................................................20 Article 4—Commencement and Progress of the Work..............................................................................20 4.01 Commencement of Contract Times; Notice to Proceed.............................................................20 4.02 Starting the Work........................................................................................................................20 4.03 Progress Schedule.......................................................................................................................21 4.04 Delays in Contractor's Progress..................................................................................................21 Article 5—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions...................................................................................................................................................22 5.01 Availability of Lands....................................................................................................................22 5.02 Use of Site and Other Areas........................................................................................................22 5.03 Subsurface and Physical Conditions............................................................................................23 5.04 Differing Subsurface or Physical Conditions...............................................................................24 5.05 Underground Facilities................................................................................................................25 5.06 Hazardous Environmental Conditions at Site.............................................................................26 Article 6—Bonds and Insurance .................................................................................................................28 6.01 Performance, Payment, and Other Bonds..................................................................................28 General Conditions 007200- 1 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6.02 Licensed Sureties ........................................................................................................................29 6.03 Required Minimum Insurance Coverage....................................................................................29 6.04 General Insurance Provisions......................................................................................................29 6.05 Contractor's Insurance................................................................................................................30 6.06 Property Insurance......................................................................................................................33 6.07 Waiver of Rights..........................................................................................................................34 6.08 Owner's Insurance for Project....................................................................................................34 6.09 Acceptable Evidence of Insurance..............................................................................................35 6.10 Certificate of Insurance...............................................................................................................35 6.11 Insurance Policies........................................................................................................................35 6.12 Continuing Evidence of Coverage...............................................................................................35 6.13 Notices Regarding Insurance ......................................................................................................35 6.14 Texas Workers' Compensation Insurance Required Notice .......................................................36 Article 7-Contractor's Responsibilities.....................................................................................................38 7.01 Supervision and Superintendence..............................................................................................38 7.02 Labor; Working Hours.................................................................................................................38 7.03 Services, Materials, and Equipment ...........................................................................................39 7.04 Concerning Subcontractors, Suppliers, and Others....................................................................39 7.05 Patent Fees and Royalties...........................................................................................................40 7.06 Permits........................................................................................................................................41 7.07 Taxes...........................................................................................................................................41 7.08 Laws and Regulations..................................................................................................................41 7.09 Safety and Protection .................................................................................................................42 7.10 Safety Representative.................................................................................................................43 7.11 Hazard Communication Programs..............................................................................................43 7.12 Emergencies................................................................................................................................43 7.13 Contractor's General Warranty and Guarantee .........................................................................43 7.14 INDEMNIFICATION......................................................................................................................44 7.15 Delegation of Professional Design Services................................................................................45 Article 8-Other Work at the Site...............................................................................................................46 8.01 Other Work.................................................................................................................................46 8.02 Coordination...............................................................................................................................47 8.03 Legal Relationships......................................................................................................................47 General Conditions 007200-2 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Article 9—Owner's and OPT's Responsibilities...........................................................................................48 9.01 Communications to Contractor ..................................................................................................48 9.02 Replacement of Owner's Project Team Members......................................................................48 9.03 Furnish Data................................................................................................................................48 9.04 Pay When Due.............................................................................................................................48 9.05 Lands and Easements; Reports and Tests...................................................................................48 9.06 Insurance.....................................................................................................................................48 9.07 Modifications..............................................................................................................................48 9.08 Inspections,Tests, and Approvals...............................................................................................48 9.09 Limitations on OPT's Responsibilities .........................................................................................48 9.10 Undisclosed Hazardous Environmental Condition......................................................................49 9.11 Compliance with Safety Program................................................................................................49 Article 10—OAR's and Designer's Status During Construction ..................................................................49 10.01 Owner's Representative..........................................................................................................49 10.02 Visits to Site.............................................................................................................................49 10.03 Resident Project Representatives...........................................................................................49 10.04 Rejecting Defective Work........................................................................................................49 10.05 Shop Drawings, Modifications and Payments.........................................................................50 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work...................50 10.07 Limitations on OAR's and Designer's Authority and Responsibilities.....................................50 Article 11—Amending the Contract Documents; Changes in the Work ....................................................50 11.01 Amending and Supplementing the Contract Documents.......................................................50 11.02 Owner-Authorized Changes in the Work................................................................................51 11.03 Unauthorized Changes in the Work........................................................................................51 11.04 Change of Contract Price ........................................................................................................52 11.05 Change of Contract Times.......................................................................................................52 11.06 Change Proposals....................................................................................................................52 11.07 Execution of Change Orders ...................................................................................................53 11.08 Notice to Surety......................................................................................................................54 Article 12—Change Management ..............................................................................................................54 12.01 Requests for Change Proposal................................................................................................54 12.02 Change Proposals....................................................................................................................54 12.03 Designer Will Evaluate Request for Modification...................................................................55 General Conditions 007200-3 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 12.04 Substitutions...........................................................................................................................55 Article13—Claims.......................................................................................................................................56 13.01 Claims......................................................................................................................................56 13.02 Claims Process.........................................................................................................................57 Article 14—Prevailing Wage Rate Requirements.......................................................................................58 14.01 Payment of Prevailing Wage Rates.........................................................................................58 14.02 Records....................................................................................................................................58 14.03 Liability; Penalty; Criminal Offense.........................................................................................59 14.04 Prevailing Wage Rates.............................................................................................................59 Article 15—Cost of the Work; Allowances; Unit Price Work......................................................................59 15.01 Cost of the Work.....................................................................................................................59 15.02 Allowances..............................................................................................................................63 15.03 Unit Price Work.......................................................................................................................63 15.04 Contingencies..........................................................................................................................64 Article 16—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work....................65 16.01 Access to Work........................................................................................................................65 16.02 Tests, Inspections and Approvals............................................................................................65 16.03 Defective Work.......................................................................................................................65 16.04 Acceptance of Defective Work................................................................................................66 16.05 Uncovering Work....................................................................................................................66 16.06 Owner May Stop the Work.....................................................................................................67 16.07 Owner May Correct Defective Work.......................................................................................67 Article 17—Payments to Contractor; Set-Offs; Completion; Correction Period........................................67 17.01 Progress Payments..................................................................................................................67 17.02 Application for Payment.........................................................................................................69 17.03 Schedule of Values..................................................................................................................71 17.04 Schedule of Anticipated Payments and Earned Value............................................................72 17.05 Basis for Payments..................................................................................................................73 17.06 Payment for Stored Materials and Equipment.......................................................................73 17.07 Retainage and Set-Offs...........................................................................................................74 17.08 Procedures for Submitting an Application for Payment.........................................................74 17.09 Responsibility of Owner's Authorized Representative...........................................................75 17.10 Contractor's Warranty of Title................................................................................................76 General Conditions 007200-4 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 17.11 Substantial Completion...........................................................................................................76 17.12 Partial Utilization.....................................................................................................................77 17.13 Final Inspection.......................................................................................................................77 17.14 Final Application for Payment.................................................................................................77 17.15 Final Payment..........................................................................................................................78 17.16 Waiver of Claims.....................................................................................................................78 17.17 Correction Period....................................................................................................................78 Article 18-Suspension of Work and Termination.....................................................................................79 18.01 Owner May Suspend Work.....................................................................................................79 18.02 Owner May Terminate for Cause............................................................................................79 18.03 Owner May Terminate For Convenience................................................................................80 Article 19-Project Management...............................................................................................................81 19.01 Work Included.........................................................................................................................81 19.02 Quality Assurance ...................................................................................................................81 19.03 Document Submittal...............................................................................................................81 19.04 Required Permits ....................................................................................................................81 19.05 Safety Requirements...............................................................................................................82 19.06 Access to the Site....................................................................................................................82 19.07 Contractor's Use of Site..........................................................................................................82 19.08 Protection of Existing Structures and Utilities........................................................................83 19.09 Pre-Construction Exploratory Excavations..............................................................................83 19.10 Disruption of Services/Continued Operations........................................................................84 19.11 Field Measurements ...............................................................................................................84 19.12 Reference Data and Control Points.........................................................................................84 19.13 Delivery and Storage...............................................................................................................85 19.14 Cleaning During Construction.................................................................................................86 19.15 Maintenance of Roads, Driveways, and Access......................................................................86 19.16 Area Access and Traffic Control..............................................................................................87 19.17 Overhead Electrical Wires.......................................................................................................87 19.18 Blasting....................................................................................................................................87 19.19 Archeological Requirements...................................................................................................87 19.20 Endangered Species Resources...............................................................................................88 19.21 Cooperation with Public Agencies..........................................................................................88 General Conditions 007200-5 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Article 20—Project Coordination................................................................................................................88 20.01 Work Included.........................................................................................................................88 20.02 Document Submittal...............................................................................................................88 20.03 Communication During Project...............................................................................................89 20.04 Project Meetings.....................................................................................................................89 20.05 Requests for Information........................................................................................................91 20.06 Decision and Action Item Log..................................................................................................91 20.07 Notification By Contractor......................................................................................................92 20.08 Record Documents..................................................................................................................92 Article 21—Quality Management...............................................................................................................94 21.01 Contractor's Responsibilities ..................................................................................................94 21.02 Quality Management Activities by OPT..................................................................................95 21.03 Contractor's Use of OPT's Test Reports..................................................................................96 21.04 Documentation.......................................................................................................................96 21.05 Standards ................................................................................................................................97 21.06 Delivery and Storage...............................................................................................................97 21.07 Verification Testing for Corrected Defects..............................................................................97 21.08 Test Reports............................................................................................................................97 21.09 Defective Work.......................................................................................................................98 21.10 Limitation of Authority of Testing Laboratory........................................................................98 21.11 Quality Control Plan................................................................................................................98 21.12 Implement Contractor's Quality Control Plan ......................................................................100 Article 22—Final Resolution of Disputes..................................................................................................101 22.01 Senior Level Negotiations.....................................................................................................101 22.02 Mediation..............................................................................................................................101 Article 23—Minority/MBE/DBE Participation Policy................................................................................102 23.01 Policy.....................................................................................................................................102 23.02 Definitions.............................................................................................................................102 23.03 Goals......................................................................................................................................103 23.04 Compliance............................................................................................................................104 Article 24—Document Management........................................................................................................104 24.01 Work Included.......................................................................................................................104 24.02 Quality Assurance .................................................................................................................104 General Conditions 007200-6 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 24.03 Contractor's Responsibilities ................................................................................................104 24.04 Document Submittal.............................................................................................................105 24.05 Document Numbering ..........................................................................................................105 24.06 Document Requirements......................................................................................................106 Article25—Shop Drawings.......................................................................................................................107 25.01 Work Included.......................................................................................................................107 25.02 Quality Assurance .................................................................................................................107 25.03 Contractor's Responsibilities ................................................................................................107 25.04 Shop Drawing Requirements ................................................................................................109 25.05 Special Certifications and Reports........................................................................................109 25.06 Warranties and Guarantees..................................................................................................110 25.07 Shop Drawing Submittal Procedures....................................................................................110 25.08 Sample and Mockup Submittal Procedures..........................................................................112 25.09 Equal Non Specified Products...............................................................................................113 25.10 Requests for Deviation..........................................................................................................113 25.11 Designer Responsibilities......................................................................................................114 25.12 Resubmission Requirements.................................................................................................116 Article26—Record Data...........................................................................................................................117 26.01 Work Included.......................................................................................................................117 26.02 Quality Assurance.................................................................................................................117 26.03 Contractor's Responsibilities ................................................................................................117 26.04 Record Data Requirements...................................................................................................118 26.05 Special Certifications and Reports........................................................................................118 26.06 Warranties and Guarantees..................................................................................................119 26.07 Record Data Submittal Procedures.......................................................................................119 26.08 Designer's Responsibilities....................................................................................................120 Article 27—Construction Progress Schedule............................................................................................121 27.01 Requirements........................................................................................................................121 27.02 Document Submittal.............................................................................................................121 27.03 Schedule Requirements........................................................................................................121 27.04 Schedule Revisions................................................................................................................123 27.05 Float Time..............................................................................................................................123 Article 28—Video and Photographic documentation ..............................................................................124 General Conditions 007200-7 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 28.01 Work Included.......................................................................................................................124 28.02 Quality Assurance .................................................................................................................124 28.03 Document Submittal.............................................................................................................124 28.04 Photographs..........................................................................................................................125 28.05 Video Recording....................................................................................................................125 Article 29-Execution and Closeout.........................................................................................................125 29.01 Substantial Completion.........................................................................................................125 29.02 Final Inspections....................................................................................................................126 29.03 Reinspection Fees.................................................................................................................126 29.04 Closeout Documents Submittal ............................................................................................127 29.05 Transfer of Utilities ...............................................................................................................127 29.06 Warranties, Bonds and Service Agreements.........................................................................127 Article30-Miscellaneous........................................................................................................................128 30.01 Computation of Times...........................................................................................................128 30.02 Owner's Right to Audit Contractor's Records.......................................................................128 30.03 Independent Contractor.......................................................................................................129 30.04 Cumulative Remedies ...........................................................................................................129 30.05 Limitation of Damages..........................................................................................................129 30.06 No Waiver.............................................................................................................................129 30.07 Severability............................................................................................................................129 30.08 Survival of Obligations ..........................................................................................................130 30.09 No Third Party Beneficiaries .................................................................................................130 30.10 Assignment of Contract.........................................................................................................130 30.11 No Waiver of Sovereign Immunity........................................................................................130 30.12 Controlling Law.....................................................................................................................130 30.13 Conditions Precedent to Right to Sue...................................................................................130 30.14 Waiver of Trial by Jury...........................................................................................................130 30.15 Attorney Fees........................................................................................................................130 30.16 Compliance with Laws...........................................................................................................131 30.17 Enforcement..........................................................................................................................131 30.18 Subject to Appropriation.......................................................................................................131 30.19 Contract Sum.........................................................................................................................131 30.20 Contractor's Guarantee as Additional Remedy....................................................................131 General Conditions 007200-8 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 30.21 Notices. .................................................................................................................................131 General Conditions 007200-9 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ARTICLE 1—DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Terms with initial capital letters, including the term's singular and plural forms, have the meanings indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined, terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2. Agreement - The document executed between Owner and Contractor covering the Work. 3. Alternative Dispute Resolution -The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4. Application for Payment - The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5. Award Date—The date the City Council of the City of Corpus Christi(City)authorizes the City Manager or designee to execute the Contract on behalf of the City. 6. Bid —The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Documents. 7. Bidding Documents — The solicitation documents, the proposed Contract Documents and Addenda. 8. Bidder—An individual or entity that submits a Bid to Owner. 9. Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 10. Change Order-A document issued on or after the Effective Date of the Contract,which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. 11. Change Proposal - A document submitted by Contractor in accordance with the requirements of the Contract Documents: a. Requesting an adjustment in Contract Price or Contract Times; b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; c. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 12. City Engineer - The Corpus Christi City Engineer and/or designee as identified at the preconstruction conference or in the Notice to Proceed. General Conditions 007200- 10 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 13. Claim - A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. Claims must be initiated by written notice, signed and sworn to be an authorized corporate officer, verifying the truth and accuracy of the Claim. 14. Constituent of Concern - Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products, wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. ("CERCLA"); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; c. The Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. ("RCRA"); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act,42 U.S.C. §§7401 et seq.; or g. Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous,toxic, or dangerous waste, substance, or material. 15. Contract -The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 16. Contract Amendment-A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract but does not make changes in the Work. 17. Contract Documents - Those items designated as Contract Documents in the Agreement. 18. Contract Price - The monetary amount stated in the Agreement and as adjusted by Modifications,and increases or decreases in unit price quantities, if any,that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 19. Contract Times-The number of days or the dates by which Contractor must: a. Achieve specified Milestones; b. Achieve Substantial Completion; and c. Complete the Work. 20. Contractor-The individual or entity with which Owner has contracted for performance of the Work. General Conditions 007200- 11 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 21. Contractor's Team - Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 22. Cost of the Work -The sum of costs incurred for the proper performance of the Work as allowed by Article 15. 23. Defective - When applied to Work, refers to Work that is unsatisfactory, faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or C. Has been damaged or stolen prior to OAR's recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion 24. Designer - The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers, Registered Architects or Registered Landscape Architects qualified to practice their profession in the State of Texas. 25. Drawings - The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 26. Effective Date of the Contract -The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 27. Field Order-A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 28. Hazardous Environmental Condition -The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. 29. Indemnified Costs-All costs, losses,damages,and legal or other dispute resolution costs resulting from claims or demands against Owner. These costs include fees for engineers, architects, attorneys, and other professionals. 30. Laws and Regulations; Laws or Regulations-Applicable laws,statutes, rules, regulations, ordinances,codes,and orders of governmental bodies,agencies,authorities,and courts having jurisdiction over the Project. 31. Liens - Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. General Conditions 007200- 12 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 32. Milestone-A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 33. Modification - Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; C. Field Order; or d. Work Change Directive. 34. Notice of Award-The notice of Owner's intent to enter into a contract with the Selected Bidder. 35. Notice to Proceed -A notice to Contractor of the Contract Times and the date Work is to begin. 36. Owner -The City of Corpus Christi (City), a Texas home-rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and designee, the City Engineer (the Director of Engineering Services), and the City's officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 37. Owner's Authorized Representative or OAR -The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 38. Owner's Project Team or OPT - The Owner, Owner's Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals or entities directly or indirectly employed or retained by them to provide services to the Owner. 39. Partial Occupancy or Use - Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 40. Progress Schedule -A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. The Progress Schedule must be a Critical Path Method (CPM) Schedule. 41. Project - The total undertaking to be accomplished for Owner under the Contract Documents. 42. Project Manual — That portion of the Contract Documents that may include the following: introductory information,solicitation requirements and responses, proposal, Contract forms and General and Supplementary Conditions, General Requirements, Specification, Drawings, Project Safety Manual and Addenda. 43. Resident Project Representative or RPR-The authorized representative of OPT assigned to assist OAR at the Site. As used herein, the term Resident Project Representative includes assistants and field staff of the OAR. General Conditions 007200- 13 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 44. Samples - Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 45. Schedule of Documents -A schedule of required documents, prepared and maintained by Contractor. 46. Schedule of Values - A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor's Applications for Payment. 47. Shop Drawings - All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 48. Site - Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights-of-way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 49. Specifications -The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 50. Subcontractor -An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 51. Substantial Completion -The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 52. Supplementary Conditions -The part of the Contract that amends or supplements the General Conditions. 53. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 54. Technical Data-Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or C. Hazardous Environmental Conditions at the Site. 55. Underground Facilities - All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 56. Unit Price Work-Work to be paid for on the basis of unit prices. General Conditions 007200- 14 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 57. Work - The construction of the Project or its component parts as required by the Contract Documents. 58. Work Change Directive -A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to "at no additional cost to Owner," "at Contractor's expense,"or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms"day"or"calendar day" mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms "as allowed," "as approved," "as ordered," "as directed," or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to "reasonable," "suitable," "acceptable," "proper," "satisfactory," or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. E. The use of the words "furnish," "install," "perform," and "provide" have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or General Conditions 007200- 15 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F equipment, but do not expressly use the words "furnish," "install," "perform," or "provide." F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word "all" is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words "furnish," "install," "perform," "provide," or similar words include the meaning of the phrase "The Contractor shall..." before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT's project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Provide required Bonds with the executed Agreement. B. Provide evidence of insurance required by the Contract Documents with the executed Agreement. 2.02 Copies of Documents A. OPT is to furnish one fully executed Agreement (either electronic or printed) and one copy of the executed Contract Documents in electronic portable document format (PDF). This document is the Project Record Copy of the Contract Documents. 2.03 Project Management System A. Owner shall administer its design and construction management through an internet-based project management system known as e-Builder. B. Contractor shall conduct all communication through and perform all project-related functions utilizing this project management system. This includes all correspondence, General Conditions 007200- 16 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F submittals, requests for information, payment requests and processing, contract amendments, change orders, delivery orders and other administrative activities. C. Owner shall administer the software and provide training to Contractor's Team. 2.04 Before Starting Construction A. Provide the following preliminary documents in accordance with the Contract Documents within 10 days after the Effective Date of the Contract: 1. Progress Schedule, which must be a Critical Path Method (CPM) Schedule; 2. Schedule of Documents; and 3. Schedule of Values and projected cash flow information. 2.05 Preconstruction Conference; Designation of Authorized Representatives A. Attend the preconstruction conference as required by the Contract Documents. B. Designate the specific individuals authorized to act as representatives of the Contractor. These individuals must have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of the Contractor. C. Owner is to designate the specific individuals authorized to act as representatives of the Owner and the limits of their authority with regard to acting on behalf of the Owner. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. Requirements of components of the Contract Documents are as binding as if required by all Contract Documents. It is the intent of the Contract Documents to describe a functionally complete Project. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OPT. 1. The Contract requirements described in the General Conditions and Supplementary Conditions apply to Work regardless of where it is described in the Contract Documents, unless specifically noted otherwise. 2. In offering a Bid for this Project and in entering into this Contract,Contractor represents: a. Contractor has studied the Contract Documents, the Work, the Site, local conditions, Laws and Regulations, and other conditions that may affect the Work; b. Contractor has studied the Technical Data and other information referred to in the Contract Documents and has or will make additional surveys and investigations as deemed necessary for the performance of the Work; c. Contractor has correlated these studies and observations with the requirements of the Contract Documents; and d. Contractor has taken all of this information into consideration in developing the Contract Price offered and that the Contract Price offered provides full compensation for providing the Work in accordance with the Contract Documents. General Conditions 007200- 17 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Organization of the Contract Documents is not intended to control or lessen the responsibility of the Contractor when dividing Work among Subcontractors or Suppliers, or to establish the extent of Work to be performed by trades, Subcontractors, or Suppliers. Specifications or details do not need to be indicated or specified in each Specification or Drawing. Items shown in the Contract Documents are applicable regardless of their location in the Contract Documents. 4. Standard paragraph titles and other identifications of subject matter in the Specifications are intended to aid in locating and recognizing various requirements of the Specifications. Titles do not define, limit, or otherwise restrict Specification text. 5. Provide the labor, documentation, services, materials, or equipment that may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result, whether specifically called for in the Contract Documents or not. Include these related costs in the offered Contract Price. B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. C. Comply with the most stringent requirements where compliance with two or more standards is specified and they establish different or conflicting requirements for the Work, unless the Contract Documents indicate otherwise. D. Provide materials and equipment comparable in quality to similar materials and equipment incorporated in the Project or as required to meet the minimum requirements of the application if the materials and equipment are shown in the Drawings but are not included in the Specifications. E. The Project Record Copy of the Contract Documents governs if there is a discrepancy between the Project Record Copy of the Contract Documents and subsequent electronic or digital versions of the Contract Documents, including printed copies derived from these electronic or digital versions. F. The Contract supersedes all prior written or oral negotiations, representations, and agreements. The Contract Documents comprise the entire Agreement between Owner and Contractor. The Contract Documents may be modified only by a Modification. G. Request clarification from OAR for a decision before proceeding if Contractor is not clear on the meaning of the Contract Documents. OAR is to issue clarifications and interpretations of the Contract Documents in accordance with the Contract Documents. 3.02 Reference Standards A. Standard Specifications, Codes, Laws and Regulations: 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of technical societies, organizations, or associations, or to Laws or Regulations,whether specific or implied, are those in effect at the time Contractor's Bid is submitted or when Contractor negotiates the Contract Price unless specifically stated otherwise in the Contract Documents. General Conditions 007200- 18 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2. No provision of referenced standard specifications, manuals, reference standards, codes, or instructions of a Supplier changes the duties or responsibilities of OPT or Contractor from those described in the Contract Documents or assigns a duty to or gives authority to the OPT to supervise or direct the performance of the Work or undertake responsibilities inconsistent with the Contract Documents. 3. The provisions of the Contract Documents take precedence over standard specifications, manuals, reference standards, codes, or instructions of a Supplier unless specifically stated otherwise in the Contract Documents. B. Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. C. Make copies of reference standards available if requested by OAR. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Carefully study the Drawings and verify pertinent figures and dimensions with respect to actual field measurements before undertaking the Work. Immediately report conflicts, errors, ambiguities, or discrepancies that Contractor discovers or has actual knowledge of to the OAR. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the Contract Documents issued pursuant to Paragraph 11.01. 2. The exactness of existing grades, elevations, dimensions or locations given on any Drawings issued by Designer, or the work installed by other contractors, is not guaranteed by Owner. Contractor shall, therefore, satisfy itself as to the accuracy of all grades, elevations, dimensions and locations. Any errors due to Contractor's failure to verify at the site all such grades, elevations, dimensions or locations relating to such existing or other work shall be rectified by Contractor without any additional cost to Owner. 3. Immediately notify the OAR of conflicts, errors, ambiguities, or discrepancies in the Contract Documents or discrepancies between the Contract Documents and: a. Applicable Laws or Regulations; b. Actual field conditions; c. Standard specifications, manuals, reference standards, or codes; or d. Instructions of Suppliers. 4. Do not proceed with affected Work until the conflict,error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the General Conditions 007200- 19 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Contract Documents issued pursuant to Paragraph 11.01, except in an emergency as required by Paragraph 7.12. 5. Contractor is liable to the OPT for failure to report conflicts, errors, ambiguities, or discrepancies in the Contract Documents of which Contractor has actual knowledge. 6. Contractor is deemed to have included the most expensive item, system, procedure, etc. in the Contract Price if a conflict, error, ambiguity, or discrepancy in components of the Contract Documents was known, but not reported prior to submitting the Bid or when Contractor negotiates the Contract Price. 3.04 Interpretation of the Contract Documents A. Submit questions concerning the non-technical or contractual/administrative requirements of the Contract Documents to the OAR immediately after those questions arise. OAR is to provide an interpretation of the Contract Documents regarding these questions and will coordinate the response of the OPT to Contractor. B. Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer's or OAR's interpretation by submitting a Change Proposal. 3.05 Reuse of Documents A. Contractor's Team has no rights to the Contract Documents and may not use the Contract Documents, or copies or electronic media editions of the Contract Documents, other than for the construction of this Project. This provision survives final payment or termination of the Contract. B. Contractor is allowed to retain a copy of the Contract Documents for record purposes, unless specifically prohibited by the Owner for security reasons. Surrender paper and digital copies of the Contract Documents and other related documents and remove these documents from computer equipment or storage devices as a condition of final payment if the Owner so directs. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times commence to run on the date indicated in the Notice to Proceed. 4.02 Starting the Work A. Begin performing the Work on the date indicated in the Notice to Proceed. Do not begin Work prior to having the insurance required in Article 6 in force or before the date indicated in the Notice to Proceed. General Conditions 007200-20 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4.03 Progress Schedule A. Construct the Work in accordance with the Progress Schedule established in accordance with the Contract Documents. 1. Adjust the Progress Schedule as required to accurately reflect actual progress on the Work. 2. Submit proposed adjustments in the Progress Schedule that change the Contract Times in accordance with the requirements of Article 11. B. Continue performing Work and adhere to the Progress Schedule during disputes or disagreements with Owner. Do not delay or postpone Work pending resolution of disputes or disagreements, or during an appeal process. 4.04 Delays in Contractor's Progress A. No Damages for Delay: Contractor shall receive no compensation for delays or hindrances to the Work,except in the case of direct interference with means and methods by the Owner. In no event shall the Contractor be entitled to any compensation or recovery of any special damages in connection with any delays, including without limitation: consequential damages, lost opportunity costs, impact damages, or other similar damages. Owner's exercise of any of its rights or remedies under the Contract Documents (including without limitation ordering changes in the Work, or directing suspension, rescheduling, or correction of the Work), regardless of the extent or frequency of Owner's exercise of such rights or remedies, shall not be construed as active interference in the Contractor's performance of the Work. An extension of Contract Time, to the extent permitted, shall be the sole remedy of the Contractor for any acknowledged delays.Contractor agrees that the extension of time provides an equitable adjustment. B. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delays, disruptions, or interference caused by or within the control of Contractor's Team. C. No time extensions are allowed for weather conditions, other than those listed in Paragraph 4.04.D, for Projects using calendar days or a fixed date to establish the Contract Time. Contractor is to include the cost associated with weather related delays in the Contract Price and assumes the risks associated with delays related to weather conditions. D. Contractor is entitled to an equitable adjustment in the Contract Times if Contractor's performance or progress is delayed,disrupted or interfered with by unanticipated causes not the fault of and beyond the control of OPT or Contractor. These adjustments in Contract Times are the Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph.These unanticipated causes may include: 1. Severe and unavoidable natural catastrophes e.g. fires, floods, hurricanes, epidemics, and earthquakes; 2. Acts or failures to act of utility owners performing other work at or adjacent to the Site; 3. Acts of war or terrorism; and 4. Rain days in excess of the number specified in a calendar year. General Conditions 007200-21 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Delays, disruption, and interference to the performance or progress of the Work resulting from the following are governed by Article 5: 1. The existence of a differing subsurface or physical condition; 2. An Underground Facility not shown or not indicated with reasonable accuracy by the Contract Documents; and 3. Hazardous Environmental Conditions. F. Article 8 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. G. Notify the OAR immediately of a potential delaying, disrupting, or interfering event. Submit a Change Proposal seeking an adjustment in Contract Price or Contract Times within 30 days of the commencement of the delaying, disrupting, or interfering event. Claims for adjustment to the Contract Price or Contract Times that do not comply with Article 13 are waived. H. Contractor is only entitled to an adjustment of the Contract Times for specific delays, disruptions, and interference to the performance or progress of the Work that can be demonstrated to directly impact the ability of the Contractor to complete the Work within the Contract Times. No adjustments in Contract Times are allowed for delays on components of the Work which were or could have been completed without impacting the Contract Times. I. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of the Owner if this delay is concurrent with a delay, disruption, or interference attributable to or within the control of the Contractor's Team. ARTICLE 5—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner is to furnish the Site and inform the Contractor of encumbrances or restrictions known to Owner related to use of the Site with which Contractor must comply in performing the Work. B. Provide for additional lands and access Contractor requires for temporary construction facilities or storage of materials and equipment, other than those identified in the Contract Documents. Provide documentation of authority to use these additional lands to OAR before using them. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site,adjacent areas that Owner or Contractor has arranged to use through construction easements or agreements, and other adjacent areas as permitted by Laws and Regulations. Assume General Conditions 007200-22 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F full responsibility for damage or injuries which result from the performance of the Work or from other actions or conduct of the Contractor's Team, including: a. Damage to the Site; b. Damage to adjacent areas used for Contractor's Team's operations; C. Damage to other adjacent land or areas; and d. Injuries and losses sustained by the owners or occupants of these lands or areas. 2. Take the following action if a damage or injury claim is made by the owner or occupant of adjacent land or area because of the performance of the Work, or because of other actions or conduct of the Contractor's Team: a. Take immediate corrective or remedial action as required by Paragraph 7.09; and b. Attempt to settle the claim through negotiations with the owner or occupant, or otherwise resolve the claim by mediation or other dispute resolution proceeding or at law. 5.03 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports known to OPT of explorations and tests of subsurface conditions at or adjacent to the Site; 2. Those drawings known to OPT of physical conditions related to existing surface or subsurface structures at the Site, except Underground Facilities; and 3. Technical Data contained in these reports and drawings. B. Data contained in boring logs, recorded measurements of subsurface water levels, and the results of tests performed on materials described in geotechnical data reports specifically prepared for the Project and made available to Contractor are defined as Technical Data, unless Technical Data has been defined more specifically in the Supplementary Conditions. C. Contractor may rely upon the accuracy of the Technical Data contained in these reports and drawings, but these reports and drawings are not Contract Documents. Except for this reliance on Technical Data,Contractor may not rely upon or make claims against Owner with respect to: 1. The completeness of reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, or Contractor's safety precautions and programs; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Contractor's interpretation of or conclusions drawn from Technical Data or other data, interpretations, opinions, or information. General Conditions 007200-23 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 5.04 Differing Subsurface or Physical Conditions A. Notify OAR immediately, but in no event later than 3 days, after becoming aware of a subsurface or physical condition that is uncovered or revealed at the Site,and before further disturbing the subsurface or physical conditions or performing any related Work that: 1. Establishes that the Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; 2. Requires a change in the Drawings or Specifications; 3. Differs materially from that shown or indicated in the Contract Documents; or 4. Is of an unusual nature and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. Do not further disturb or perform Work related to this subsurface or physical condition, except in an emergency as required by Paragraph 7.12, until permission to do so is issued by OAR. B. OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT's obtaining additional exploration or tests with respect to the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer's findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. D. Possible Contract Price and Contract Times Adjustments: 1. Contractor is entitled to an equitable adjustment in Contract Price or Contract Times to the extent that a differing subsurface or physical condition causes a change in Contractor's cost or time to perform the Work provided the condition falls within one or more of the categories described in Paragraph 5.04.A. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. General Conditions 007200-24 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2. Contractor is not entitled to an adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of the subsurface or physical condition at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; b. The existence of the subsurface or physical condition could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or c. Contractor failed to give notice as required by Paragraph 5.04.A. 3. Contractor may submit a Change Proposal no later than 30 days after OAR's issuance of the OPT's statement to Contractor regarding the subsurface or physical condition in question. 4. A Change Order is to be issued by the OAR if Owner and Contractor agree that Contractor is entitled to an adjustment in the Contract Price or Contract Times and agree to the amount or extent of adjustments in the Contract Price or Contract Times. 5.05 Underground Facilities A. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to OPT by the owners of these Underground Facilities or by others. OPT is not responsible for the accuracy or completeness of information or data provided by others that OPT makes available to Contractor. The Contractor is responsible for: 1. Investigating and field-verifying the location of underground facilities before beginning Work; 2. Reviewing and checking available information and data regarding existing Underground Facilities at the Site; 3. Complying with Laws and Regulations related to locating Underground Facilities before beginning Work; 4. Locating Underground Facilities shown or indicated in the Contract Documents; 5. Coordinating the Work with the owners, including Owner, of Underground Facilities during construction; and 6. The safety and protection of existing Underground Facilities at or adjacent to the Site and repairing damage resulting from the Work. B. Notify the OAR and the owner of the Underground Facility immediately, but in no event later than 3 days, if an Underground Facility is uncovered or revealed at the Site that was not shown in the Contract Documents or was not shown with reasonable accuracy in the Contract Documents. Do not further disturb conditions or perform Work affected by this discovery, except in the event of an emergency as required by Paragraph 7.12. General Conditions 007200-25 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer's findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. E. Contractor is entitled to an equitable adjustment in the Contract Price or Contract Times as provided in Paragraphs 11.04 and 11.05 to the extent that the existing Underground Facility at the Site that was not shown or indicated in the Contract Documents or was not shown or indicated with reasonable accuracy. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. F. Contractor is not entitled an adjustment in the Contract Price or Contract Times with respect to an existing Underground Facility at the Site if: 1. Contractor knew of the existence of the existing Underground Facility at the Site at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; 2. The existence of the existing Underground Facility at the Site could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or 3. Contractor failed to give notice as required by Paragraph 5.05.B. G. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of adjustments in the Contract Price or Contract Times no later than 30 days after OAR's issuance of OPT's statement to Contractor regarding the Underground Facility. 5.06 Hazardous Environmental Conditions at Site A. The Supplementary Conditions identify: 1. Those reports and drawings known to OPT relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in these reports and drawings. B. Contractor may rely upon the accuracy of the Technical Data contained in reports and drawings relating to Hazardous Environmental Conditions identified in the Supplementary General Conditions 007200-26 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Conditions, but these reports and drawings are not Contract Documents. Except for the reliance on expressly identified Technical Data,Contractor may not rely upon or make claims against Owner's Indemnitees with respect to: 1. The completeness of these reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor or Contractor's safety precautions and programs related to Hazardous Environmental Conditions; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Any Contractor interpretation of or conclusion drawn from Technical Data or other data, interpretations, opinions or information. C. The results of tests performed on materials described in environmental reports specifically prepared for the Project and made available to Contractor are defined as Technical Data unless Technical Data has been defined more specifically in the Supplementary Conditions. D. Contractor is not responsible for removing or remediating Hazardous Environmental Conditions encountered, uncovered or revealed at the Site unless this removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. E. Contractor is responsible for controlling, containing, and duly removing and remediating Constituents of Concern brought to the Site by Contractor's Team and paying associated costs. 1. Owner may remove and remediate the Hazardous Environmental Condition and impose a set-off against payments to Contractor for associated costs if Contractor's Team creates a Hazardous Environmental Condition, and Contractor does not take acceptable action to remove and remediate the Hazardous Environmental Condition. 2. Contractor's obligation to indemnify Owner for claims arising out of or related to Hazardous Environmental Conditions are as set forth in Paragraph 7.14. F. Immediately notify the OAR and take the following action if Contractor uncovers or reveals a Hazardous Environmental Condition at the Site or adjacent areas used by the Contractor's Team that was not created by the Contractor's Team: 1. Secure or otherwise isolate this condition; 2. Stop Work in affected areas or connected with the condition, except in an emergency as required by Paragraph 7.12; and 3. Do not resume Work in connection with the Hazardous Environmental Condition or in affected areas until after OPT has obtained required permits and OAR sends notice to the Contractor: a. Specifying that this condition and affected areas are or have been rendered safe for the resumption of Work; or b. Specifying special conditions under which Work may be resumed safely. General Conditions 007200-27 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. Owner may order the portion of the Work that is in the area affected by the Hazardous Environmental Condition to be deleted from the Work following the procedures in Article 11 if Contractor does not agree to: a. Resume the Work based on a reasonable belief it is unsafe; or b. Resume the Work under the special conditions provided by the OAR. 5. Owner may have this deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. G. Contractor may submit a Change Proposal or Owner may impose a set-off if an agreement is not reached within 10 days of OAR's notice regarding the resumption of Work as to whether Contractor is entitled to an adjustment in Contract Price or Contract Times or on the amount or extent of adjustments resulting from this Work stoppage or special conditions under which Contractor agrees to resume Work. H. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 6—BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Furnish Performance and Payment Bonds, each in an amount equal to the Contract Price, as security for the faithful performance and payment of Contractor's obligations under the Contract Documents. These Bonds are to remain in effect until 1 year after the date of final payment. Furnish other Bonds as required by the Contract Documents. B. Bonds furnished by the Contractor must meet the requirements of Texas Insurance Code Chapter 3503, Texas Government Code Chapter 2253, and all other applicable Laws and Regulations. C. Notify OAR immediately if the surety on Bonds furnished by Contractor: 1. Is declared bankrupt, or becomes insolvent; 2. Has its right to do business in Texas terminated; or 3. Ceases to meet the requirements of Paragraph 6.02. Provide a Bond and surety which comply with the requirements of Paragraph 6.02 within 20 days after the event giving rise to this notification. D. Contractor is to use amounts paid by Owner to Contractor under the Contract for the performance of the Contract and to satisfy claims against the Payment Bond. E. Notify the OAR of claims filed against the Payment Bond. Notify the claimant and OAR of undisputed amounts and the basis for challenging disputed amounts when a claimant has satisfied the conditions prescribed by Texas Government Code Chapter 2253. Promptly pay undisputed amount. F. Owner is not liable for payment of costs or expenses of claimants under the Payment Bond. Owner has no obligations to pay, give notice or take other action to claimants under the Payment Bond. General Conditions 007200-28 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F G. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain required Bonds. H. OPT will provide a copy of the Payment Bond to Subcontractors, Suppliers, or other persons or entities claiming to have furnished labor or materials used in the performance of the Work that request this information in accordance with Texas Government Code Chapter 2253. 6.02 Licensed Sureties A. Provide Bonds in the form prescribed by the Contract Documents from sureties named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. B. Provide Bonds required by the Contract Documents from surety companies that are duly licensed or authorized to provide bonds in the State of Texas. 6.03 Required Minimum Insurance Coverage A. Obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. Deliver evidence of insurance in accordance with the Supplementary Conditions to the Owner to demonstrate that Contractor has obtained and is maintaining the policies, coverages, and endorsements required by the Contract. Provide copies of these certificates to each named insured and additional insured as identified in the Supplementary Conditions or otherwise. 6.04 General Insurance Provisions A. Provide insurance coverages and limits meeting the requirements for insurance in accordance with this Article 6 and the Supplementary Conditions. B. Provide endorsements to the policies as outlined in this Article. C. Obtain insurance from companies that are duly licensed or authorized in the State of Texas to issue insurance policies for the required limits and coverages. Provide insurance from companies that have an A.M. Best rating of A-VIII or better. D. Furnish copies of endorsements and documentation of applicable self-insured retentions and deductibles upon request by OPT or any named insured or additional insured. Contractor may block out (redact) any confidential premium or pricing information contained in any endorsement furnished under this Contract. E. The name and number of the Project must be referenced on the certificate of insurance. F. OPT's failure to demand such certificates or other evidence of the Contractor's full compliance with the insurance requirements or failure to identify a deficiency in compliance from the evidence provided is not a waiver of the Contractor's obligation to obtain and maintain the insurance required by the Contract Documents. G. Notify the Owner if the Contractor fails to purchase or maintain the insurance required by the Contract Documents. Contractor shall not be allowed to perform any Work on the General Conditions 007200-29 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Project until the required insurance policies are in effect. A Certificate of Liability Insurance shall be submitted to the OPT. H. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain the required insurance. I. Owner does not represent that the insurance coverage and limits established in this Contract are adequate to protect Contractor or Contractor's interests. J. The required insurance and insurance limits do not limit the Contractor's liability under the indemnities granted to Owner in the Contract Documents. K. Provide for an endorsement that the "other insurance" clause shall not apply to the OPT where the OPT is an additional insured shown on the policy. Contractor's insurance is primary and non-contributory with respect to any insurance or self-insurance carried by the OPT for liability arising out of operations under this Contract. L. Include the Owner and list the other members of the OPT and any other individuals or entities identified in the Supplementary Conditions as additional insureds on all policies with the exception of the workers' compensation policy and Contractor's professional liability policy. 6.05 Contractor's Insurance A. Purchase and maintain workers' compensation and employer's liability insurance for: 1. Claims under workers' compensation, disability benefits, and other similar employee benefit acts. Obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law and written on a policy and endorsements approved by the Texas Department of Insurance. Provide insurance in amounts to meet all workers' compensation obligations. Provide an "All Other States" endorsement if Contractor is not domiciled in Texas and policy is not written in accordance with Texas Department of Insurance rules. 2. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 4. Foreign voluntary worker compensation (if applicable). B. Purchase and maintain commercial general liability insurance covering all operations by or on behalf of Contractor. The expected coverage is that which would be included in a commercially available ISO Commercial General Liability policy and should provide coverage on an occurrence basis, against: 1. Claims for damages because of bodily injury,sickness or disease,or death of any person other than Contractor's employees; 2. Claims for damages insured by reasonably available personal injury liability coverage which are sustained; 3. By any person as a result of an offense directly or indirectly related to the employment of such person by Contractor; and General Conditions 007200-30 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including any resulting loss of use. C. Provide Contractor's commercial general liability policy that is written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage as required in this Article and the Supplementary Conditions. Insurance is to remain in effect for 3 years after final payment. Furnish evidence of the continuation of this insurance at final payment and again each year for 3 years after final payment to Owner and each named insured or additional insured. a. If required by the Supplementary Conditions, provide and maintain Installation Floater insurance for property under the care, custody, or control of Contractor. Provide Installation Floater insurance that is a broad form or "All Peril" policy providing coverage for all materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work. 1) Provide coverage under the Contractor's Installation Floater that includes: a) Faulty or Defective workmanship, materials, maintenance, or construction; b) Cost to remove Defective or damaged Work from the Site or to protect it from loss or damage; c) Cost to cleanup and remove pollutants; d) Coverage for testing and startup; e) Any loss to property while in transit; f) Any loss at the Site; g) Any loss while in storage, both on and off the Site; and h) Any loss to temporary Project Works if their value is included in the Contract Price. 2) Coverage cannot be contingent on an external cause or risk or limited to property for which the Contractor is legally liable. Provide limits of insurance adequate to cover the value of the installation. Pay any deductible carried under this coverage and assume responsibility for claims on materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work while in transit or in storage. 2. Blanket contractual liability coverage for Contractor's contractual indemnity obligations in Paragraph 7.14, and all other contractual indemnity obligations of Contractor in the Contract Documents. Industry standard ISO Contractual Liability coverage will meet this obligation. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground explosion and collapse coverage. General Conditions 007200-31 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6. Personal injury coverage. 7. Endorsement CG 2032, "Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. E. For Projects with a Contract Value that exceeds$5,000,000, purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Provide coverage that is at least as broad as all underlying policies. Provide a policy that provides first-dollar liability coverage as needed. F. Provide Contractor's commercial general liability and automobile liability policies that: 1. Are written on an occurrence basis; 2. Include the individuals or entities identified in the Supplementary Conditions as additional insureds; 3. Include coverage for Owner as defined in Article 1; and 4. Provide primary coverage for all claims covered by the policies, including those arising from both ongoing and completed operations. G. Purchase and maintain insurance coverage for third-party injury and property damage claims, including clean-up costs that result from Hazardous Environmental Conditions which result from Contractor's operations and completed operations. Provide Contractor's pollution liability insurance that includes long-term environmental impacts for the disposal of pollutants/contaminants and is not limited to sudden and accidental discharge. The completed operations coverage is to remain in effect for 3 years after final payment. The policy must name OPT and any other individuals and entities identified in the Supplementary Conditions as additional insureds. H. Purchase and maintain applicable professional liability insurance, or have Subcontractors and Suppliers do so, if Contractor or any Subcontractor or Supplier will provide or furnish professional services under this Contract. I. The policies of insurance required by this Article must: 1. Include at least the specific coverages and be written for not less than the limits of liability provided in this Article or the Supplementary Conditions or required by Laws or Regulations, whichever is greater. 2. Contain a provision that coverage afforded will not be canceled or materially changed until at least 30 days prior written notice has been given to Contractor, Owner, and all named insureds and additional insureds. 3. Remain in effect at all times when Contractor is performing Work or is at the Site to conduct tasks arising from the Contract Documents. 4. Be appropriate for the Work being performed and provide protection from claims resulting from the Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether performed by Contractor, General Conditions 007200-32 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Subcontractor, Supplier, anyone directly or indirectly employed or retained by any of them, or by anyone for whose acts they may be liable. J. The coverage requirements for specific policies of insurance must be met directly by those policies and may not rely on excess or umbrella insurance provided in other policies to meet the coverage requirement. 6.06 Property Insurance A. Purchase and maintain builder's risk insurance in the amount of the full replacement cost of the Project. This policy is subject to the deductible amounts requirements in this Article and the Supplementary Conditions or those required by Laws and Regulations and must comply with the requirements of Paragraph 6.09. This insurance shall: 1. Include the OPT,Contractor,and all Subcontractors,and any other individuals or entities identified in the Supplementary Conditions, as named insureds. 2. Be written on a builder's risk "all risk" policy form that includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and insures against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by this Section. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk, by endorsement or otherwise, this insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. Cover expenses incurred in the repair or replacement of any insured property. 4. Cover materials and equipment in transit or stored prior to being incorporated in the Work. 5. Cover Owner-furnished or assigned property. 6. Allow for partial utilization of the Work by Owner. 7. Allow for the waiver of the insurer's subrogation rights as set forth below. 8. Provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 9. Not include a co-insurance clause. 10. Include a broad exception for ensuing losses from physical damage or loss with respect to any Defective workmanship, design, or materials exclusions. 11. Include testing and startup. 12. Be maintained in effect until the Work as a whole is complete, unless otherwise agreed to in writing by Owner and Contractor. General Conditions 007200-33 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Evidence of insurance provided must contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days' prior written notice has been given to Owner and Contractor and to each named insured. C. Pay for costs not covered by the policy deductible. D. Notify builder's risk insurance provider if Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work. Maintain the builder's risk insurance in effect during this Partial Occupancy or Use. E. Contractor may purchase other special insurance to be included in or to supplement the builder's risk or property insurance policies provided under this Article and the Supplementary Conditions. F. Contractor, Subcontractors, or employees of the Contractor or a Subcontractor owning property items, such as tools, construction equipment, or other personal property not expressly covered in the insurance required by the Contract Documents are responsible for providing their own insurance. 6.07 Waiver of Rights A. Insurance shall include a waiver of subrogation in favor of the additional insureds identified in the Supplementary Conditions. B. All policies purchased in accordance with this Article are to contain provisions to the effect that the insurers have no rights of recovery against OPT, named insureds or additional insureds in the event of a payment for loss or damage. Contractor and insurers waive all rights against the Owner's Indemnities for losses and damages created by or resulting from any of the perils or causes of loss covered by these policies and any other applicable property insurance. None of these waivers extend to the rights Contractor has to the proceeds of insurance as trustee. C. Contractor is responsible for assuring that agreements with Subcontractors contain provisions that the Subcontractor waive all rights against Owner,Contractor, named insureds and additional insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them,for all losses and damages created by or resulting from any of the perils or causes of loss covered by builder's risk insurance and other property insurance. 6.08 Owner's Insurance for Project A. Owner is not responsible for purchasing and maintaining any insurance to protect the interest of the Contractor, Subcontractors, or others in the Work. The stated limits of insurance required are minimum only. Determine the limits that are adequate. These limits may be basic policy limits or any combination of basic limits and umbrella limits. In any event, Contractor is fully responsible for all losses arising out of, resulting from, or connected with operations under this Contract whether or not these losses are covered by insurance. The acceptance of evidence of insurance by the OPT, named insureds,or additional insureds does not release the Contractor from compliance with the insurance requirements of the Contract Documents. General Conditions 007200-34 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6.09 Acceptable Evidence of Insurance A. Provide evidence of insurance acceptable to the Owner with the executed Contract Documents. Provide the following as evidence of insurance: 1. Certificates of Insurance on an acceptable form; 2. Riders or endorsements to policies; and 3. Policy limits and deductibles. B. Provide a list of"Additional Insureds"for each policy. C. Provide evidence that waivers of subrogation are provided on all applicable policies. D. Provide evidence of requirements for 30 days' notice before cancellation or any material change in the policy's terms and conditions, limits of coverage, or change in deductible amount. 6.10 Certificate of Insurance A. Submit Certificates of Insurance meeting the following requirements: 1. Form has been filed with and approved by the Texas Department of Insurance under Texas Insurance Code §1811.101; or 2. Form is a standard form deemed approved by the Department under Texas Insurance Code §1811.101. 3. No requirements of this Contract may be interpreted as requiring the issuance of a certificate of insurance on a certificate of insurance form that has not first been filed with and approved by the Texas Department of Insurance. B. Include the name of the Project in the description of operations box on the certificate of insurance. 6.11 Insurance Policies A. If requested by the Owner, make available for viewing a copy of insurance policies, declaration pages and endorsements, and documentation of applicable self-insured retentions and deductibles. B. Contractor may block out (redact) any proprietary information or confidential premium pricing information contained in any policy or endorsement furnished under this Contract. 6.12 Continuing Evidence of Coverage A. Provide updated, revised, or new evidence of insurance in accordance this Article and the Supplementary Conditions prior to the expiration of existing policies. B. Provide evidence of continuation of insurance coverage at final payment and for the following 3 years. 6.13 Notices Regarding Insurance A. Notices regarding insurance are to be sent to the Owner at the following address: General Conditions 007200-35 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F City of Corpus Christi— Engineering Attn: Construction Contract Admin. P.O. Box 9277 Corpus Christi,TX 78469-9277 B. Submit questions regarding insurance requirements to the Construction Contract Administrator by calling 361-826-3530. 6.14 Texas Workers' Compensation Insurance Required Notice A. Definitions: 1. 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 (TWCC- 81, 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. 2. 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 accepted by the governmental entity. 3. Persons providing services on the Project ("Subcontractor" in §406.096) - includes all 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 the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all 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 governmental entity 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 governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 1. A certificate of coverage, prior to that person beginning Work on the Project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the Project; and General Conditions 007200-36 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2. No later than seven days after receipt by the Contractor, 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 governmental entity in writing by certified mail or personal delivery,within 10 days after the Contractor knew or should have known,of any change that materially affects 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. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 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, Section 401.011(44) 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; 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 governmental entity 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 this section, with the certificates of coverage to be provided to the person for whom they are providing services. I By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity 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 will be based on proper reporting of General Conditions 007200-37 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 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 governmental entity to declare the Contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Supervise, inspect, and direct the performance of the Work in accordance with the Contract Documents. Contractor is solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. Provide a competent resident superintendent acceptable to the OPT. The resident superintendent or acceptable qualified assistant is to be present at all times when Work is being done. Do not replace this resident superintendent except under extraordinary circumstances. Provide a replacement resident superintendent equally competent to the previous resident superintendent if replacement is required. Notify the Owner prior to replacing the resident superintendent and obtain Owner's consent to the change in superintendent. 7.02 Labor; Working Hours A. Provide competent, suitably qualified personnel to survey and lay out the Work and perform Work to complete the Project. Maintain good discipline and order at the Site. B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between sunrise and sundown Monday through Saturday unless other times are specifically authorized in writing by OAR. C. Do not perform Work on a Sunday or legal holiday without OAR's consent. The following legal holidays are observed by the Owner: Holiday Date Observed New Year's Day January 1 Martin Luther King Jr Day Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November General Conditions 007200-38 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Holiday Date Observed Friday after Thanksgiving Friday after Thanksgiving Christmas Day December 25 D. If a legal holiday falls on a Saturday, it will be observed the preceding Friday. If a legal holiday falls on a Sunday, it will be observed the following Monday. E. Pay additional cost incurred by Owner for services of the OAR or RPR to observe Work constructed outside of regular working hours. OAR will issue a Set-off in the Application for Payment for this cost per Paragraph 17.01.13 7.03 Services, Materials, and Equipment A. Provide services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work, whether or not these items are specifically called for in the Contract Documents. B. Provide new materials and equipment to be incorporated into the Work. Provide special warranties and guarantees required by the Contract Documents. Provide satisfactory evidence, including reports of required tests, as to the source, kind, and quality of materials and equipment as required by the Contract Documents or as requested by the OAR. C. Store, apply, install, connect, erect, protect, use, clean, and condition materials and equipment in accordance with instructions of the applicable Supplier, unless otherwise required by the Contract Documents. 7.04 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. All Subcontractors and Suppliers must be acceptable to Owner. B. Contractor must retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required to do so by the Contract Documents. C. Submit a list of proposed Subcontractors and Suppliers to OAR prior to entering into binding subcontracts or purchase orders. These proposed Subcontractors or Suppliers are deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 30 days after receiving this list. Under no circumstances shall any Subcontractor debarred under Chapter 41 of The Code of Ordinances, City of Corpus Christi, be deemed acceptable to Owner. D. Contractor is not required to retain Subcontractors,Suppliers, or other individuals or entities to furnish or perform part of the Work after the Effective Date of the Contract if Contractor has reasonable objection. E. Owner may require the replacement of Subcontractors, Suppliers, or other individuals or entities retained by the Contractor. Provide an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. Owner also may require Contractor to retain specific replacements, subject to Contractor's reasonable objections. General Conditions 007200-39 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F F. Contractor may be entitled to an adjustment in Contract Price or Contract Times with respect to a replacement of Subcontractors, Suppliers, or other entities required by Owner. The Contractor is not entitled to an adjustment in Contract Price or Contract Time with respect to replacement of any individual deemed unsuitable by the OPT. Notify OAR immediately if a replacement of Subcontractors, Suppliers, or other entity increases the Contract Price or Contract Times. Initiate a Change Proposal for the adjustment within 10 days of Owner's notice to replace a Subcontractor,Supplier,or other entity retained by Contractor to perform part of the Work. Do not make the replacement until the change in Contract Price or Contract Times has been accepted by the Owner if Change Proposal is to be submitted. G. Owner's initial acceptance of Subcontractors, Suppliers, or other individuals or entities, or their replacements, does not constitute a waiver of the obligation of the Contractor to complete the Work in accordance with the Contract Documents. H. Maintain a current and complete list of Subcontractors and Suppliers that are to perform or furnish part of the Work. I. Contractor is fully responsible for the acts and omissions of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. J. Contractor is solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. K. Require Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work to communicate with OPT through Contractor. L. Contracts between the Contractor and their Subcontractors or Suppliers may specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents. Contractor is responsible for meeting the requirements of the Contract Documents if they choose to not bind the Subcontractors or Suppliers to applicable terms or conditions of the Contract Documents. 1. All Subcontractors employed on this Project must be required to obtain Workers' Compensation Insurance. 2. Proof of this insurance will be required prior to the start of any Work. M. OPT may furnish information about amounts paid to Contractor for Work provided by Subcontractors or Suppliers to the entity providing the Work. N. Nothing in the Contract Documents: 1. Creates a contractual relationship between members of the OPT and members of the Contractor's Team. 2. Creates an obligation on the part of the Owner to pay or to see to the payment of money due members of the Contractor's Team, except as may be required by Laws and Regulations. 7.05 Patent Fees and Royalties A. Pay license fees, royalties, and costs incident to the use of inventions, designs, processes, products, or devices which are patented or copyrighted by others in the performance of the Work, or to incorporate these inventions, designs, processes, products, or devices which are patented or copyrighted by others in the Work. The Contract Documents identify inventions, General Conditions 007200-40 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F designs, processes, products, or devices OPT knows are patented or copyrighted by others or that its use is subject to patent rights or copyrights calling for the payment of a license fee or royalty to others. Contractor is to include the cost associated with the use of patented or copyrighted products or processes, whether specified or selected by the Contractor, in the Contract Price. B. Contractor's obligation to indemnify Owner for claims arising out of or related to infringement of patent rights and copyrights are as set forth in Paragraph 7.14. 7.06 Permits A. Obtain and pay for construction permits and licenses. OPT is to assist Contractor in obtaining permits and licenses when required to do so by applicable Laws and Regulations. Pay governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time the Contractor's Bid is submitted or when Contractor negotiates the Contract Price. This Project is not exempt from City permits and fees unless expressly stated otherwise. 7.07 Taxes A. Contractor is responsible for all taxes and duties arising out of the Work. The Owner generally qualifies as a tax exempt agency as defined by the statutes of the State of Texas and is usually not subject to any city or state sales or use taxes, however certain items such as rented equipment may be taxable even though Owner is a tax-exempt agency. Contractor is responsible for including in the Contract Price any applicable sales and use taxes and is responsible for complying with all applicable statutes and rulings of the State Comptroller. Pay sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations. B. The Owner is exempt from the Federal Transportation and Excise Tax. Contractor must comply with all federal regulations governing the exemptions. C. Products incorporated into the Work are exempt from state sales tax according to the provisions of Subchapter H, Chapter 151, of the Texas Tax Code. D. Contractor may not include any amounts for sales, use, or similar taxes for which the Owner is exempt in the Contract Price or any proposed Change Order or Application for Payment. E. Obtain tax exemption certificates or other documentation necessary to establish Owner's exemption from such taxes. 7.08 Laws and Regulations A. Give required notices and comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for monitoring Contractor's compliance with Laws or Regulations except where expressly required by applicable Laws and Regulations. B. Pay costs resulting from actions taken by Contractor that are contrary to Laws or Regulations. Contractor is not responsible for determining that the design aspects of the Work described in the Contract Documents is in accordance with Laws and Regulations. This does not relieve Contractor of its obligations under Paragraph 3.03. General Conditions 007200-41 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. Owner or Contractor may give notice to the other party of changes in Laws or Regulations that may affect the cost or time of performance of the Work, including: 1. Changes in Laws or Regulations affecting procurement of permits; and 2. Sales, use, value-added, consumption, and other similar taxes which come into effect after Contractor's Bid is submitted or when Contractor negotiates the Contract Price. D. Contractor may submit a Change Proposal or Owner may initiate a Claim within 30 days of this notice if Owner and Contractor are unable to agree on entitlement to or on the amount or extent of adjustments in Contract Price or Contract Times resulting from these changes. 7.09 Safety and Protection A. Contractor is solely responsible for initiating, maintaining,and supervising safety precautions and programs in connection with the Work. This responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. B. Take necessary precautions for the safety of persons on the Site or who may be affected by the Work, and provide the necessary protection to prevent damage, injury, or loss to: 1. Work and materials and equipment to be incorporated in the Work, whether stored on or off Site; and 2. Other property at or adjacent to the Site, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. C. Comply with applicable Laws and Regulations relating to the safety and protection of persons or property. Erect and maintain necessary safeguards for safety and protection. Notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site when prosecution of the Work may affect them. Cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. 1. Comply with requirements of Underground Facility Damage Prevention and Safety Act, Texas Utilities Code Chapter 251. 2. Comply with all applicable safety rules and regulations of the Federal Occupational Health and Safety Act of 1970 and subsequent amendments (OSHA). D. Remedy damage, injury, or loss to property referred to in Paragraph 7.09.B caused by Contractor's Team. Pay remediation costs unless the damage or loss is: 1. Attributable to the fault of the Contract Documents; 2. Attributable to acts or omissions of OPT; or 3. Not attributable to the actions or failure to act of the Contractor's Team. E. Contractor's duties and responsibilities for safety and protection of persons or the Work or property at or adjacent to the Site continues until Work is completed and resumes whenever Contractor's Team returns to the Site to fulfill warranty or correction obligations or to conduct other tasks. General Conditions 007200-42 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F F. Comply with the applicable requirements of the Owner's safety program if required to do so in the Supplementary Conditions. A copy of the Owner's safety program will be provided in the Bidding Documents. 7.10 Safety Representative A. Provide a qualified and experienced safety representative at the Site whose duties and responsibilities are the prevention of accidents and maintaining and supervising safety programs. 7.11 Hazard Communication Programs A. Coordinate the exchange of material safety data sheets or other hazard communication information required to be made available or exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.12 Emergencies A. Act to prevent threatened damage, injury or loss in emergencies affecting the safety or protection of persons or the Work or property at or adjacent to the Site. Notify OAR immediately if Contractor believes that significant changes in the Work or variations from the Contract Documents have been caused or are required as a result of this need to act. A Modification is to be issued by OAR if OPT determines that the incident giving rise to the emergency action was not the responsibility of the Contractor and that a change in the Contract Documents is required because of the action taken by Contractor in response to this emergency. 7.13 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that Work is in accordance with the Contract Documents and is not Defective. Owner is entitled to rely on Contractor's warranty and guarantee. Assume and bear responsibility for costs and time delays associated with variations from the requirements of the Contract Documents. B. This Contractor's warranty and guarantee excludes defects or damage caused by improper maintenance or operation, abuse, or modification by OPT; or normal wear and tear under normal usage. C. Contractor's obligation to perform and complete Work in accordance with the Contract Documents is absolute. None of the following constitute an acceptance of Defective Work or a release of Contractor's obligation to perform Work in accordance with the Contract Documents: 1. Observations by OPT; 2. Recommendation by OAR to pay or payment by Owner of progress or final payments; 3. The issuance of a Certificate of Substantial Completion; 4. Use or occupancy of part of the Work by Owner; 5. Review and approval of a Shop Drawing or Sample; 6. Inspections, tests, or approvals by others; or General Conditions 007200-43 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 7. Correction of Defective Work by Owner. D. The Contract Documents may require the Contractor to accept the assignment of a contract between the Owner and a contractor or supplier. The specific warranties, guarantees, and correction obligations contained in an assigned contract govern with respect to Contractor's performance obligations to Owner for the Work described in an assigned contract. 7.14 INDEMNIFICATION A. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against claims, damages, losses and expenses, including but not limited to attorney's fees or dispute resolution costs, arising out of or resulting from performance of the Work and/or failure to comply with the terms and conditions of the contract, violations of Laws or Regulations, or bodily injury, death or destruction of tangible property caused by the acts, omissions or negligence of the Contractor's Team, regardless of whether such claim, damage, loss or expense is alleged to be caused in part by an Owner hereunder, subject to the Owner's defenses and liability limits under the Texas Tort Claims Act. However, nothing herein shall be construed to require Contractor to indemnify an Owner against a claim, loss, damage or expense caused by the sole negligence of an Owner. B. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs, arising out of or relating to: (i) the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor's Team or a Hazardous Environmental Condition created by Contractor's Team, (ii) Contractor's Team's action or inaction related to damages, delays, disruptions or interference with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site, or (iii) the correction of Defective Work. Nothing in this paragraph obligates the Contractor to indemnify the Owner from the consequences of the Owner's sole negligence. c. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs resulting from infringement on patent rights or copyrights by Contractor's Team. General Conditions 007200-44 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F D. The indemnification obligations of this Paragraph 7.14 are not limited by the amount or type of damages, compensation or benefits payable by or for members of the Contractor's Team or other individuals or entities under workers' compensation acts, disability benefit acts, or other employee benefit acts in claims against Owner by an employee or the survivor or personal representative of employee of Contractor's Team. The indemnification obligations of this Paragraph 7.14 shall not be deemed to be released,waived or modified in any respect by reason of any surety or insurance provided by Contractor. E. The indemnification obligations of this Paragraph 7.14 do not extend to the liability of Designer arising out of the preparation of the Contract Documents or giving directions or instructions, or failing to give them, to the extent they are obligated to do so if that is the primary cause of the injury or damage. F. Notify the other party within 10 days if Owner or Contractor receives notice of any claim or circumstances that could give rise to an indemnified loss. The notice must include the following: 1. A description of the indemnification event in reasonable detail; 2. The basis on which indemnification may be due; and 3. The anticipated amount of the indemnified loss. This notice does not stop or prevent Owner from later asserting a different basis for indemnification or a different amount of indemnified loss than that indicated in the initial notice. Owner does not waive any rights to indemnification except to the extent that Contractor is prejudiced, suffers loss, or incurs expense because of the delay if Owner does not provide this notice within the 10-day period. G. Defense of Indemnification Claims: 1. Assume the defense of the claim with counsel chosen by the Contractor and pay related costs, unless Owner decides otherwise. Contractor's counsel must be acceptable to Owner. Control the defense and any negotiations to settle the claim. Advise Owner as to its defense of the claim within 10 days after being notified of the indemnification request. Owner may assume and control the defense if Contractor does not assume the defense. Pay all defense expenses of the Owner as an indemnified loss. 2. Owner may retain separate counsel to participate in, but not control, the defense and any settlement negotiations if Contractor defends the claim. Contractor may not settle the claim without the consent or agreement of Owner. Contractor may settle the claim with Owner's consent and agreement unless it: a. Would result in injunctive relief or other equitable remedies or otherwise require Owner to comply with restrictions or limitations that adversely affect Owner; b. Would require Owner to pay amounts that Contractor does not fund in full; or c. Would not result in Owner's full and complete release from all liability to the plaintiffs or claimants who are parties to or otherwise bound by the settlement. 7.15 Delegation of Professional Design Services A. Contractor is not required to provide professional design services unless these services are specifically required by the Contract Documents for a portion of the Work or unless these General Conditions 007200-45 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures. Contractor is not required to provide professional services in violation of applicable Laws and Regulations. B. The Contract Documents specify performance and design criteria related to systems, materials or equipment if professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor. These services or certifications must be provided by the licensed Texas Professional Engineer or Registered Architect who prepares, signs, and seals drawings, calculations, specifications, certifications, Shop Drawings, and other documents. C. OPT is entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by Contractor's design professionals, provided OPT has specified to Contractor the performance and design criteria that these services must satisfy. D. Pursuant to this Paragraph 7.15, Designer's review and approval of design calculations and design drawings is only for the limited purpose of checking for conformance with the performance and design criteria given and the design concepts expressed in the Contract Documents. Designer's review and approval of Shop Drawings and other documents is only for the purpose stated in the Contract Documents. E. Contractor is not responsible for the adequacy of the performance or design criteria specified by OPT. Advise OPT if the performance or design criteria are known or considered likely to be inadequate or otherwise deficient. ARTICLE 8—OTHER WORK AT THE SITE 8.01 Other Work A. Owner may arrange for other work at or adjacent to the Site which is not part of the Contractor's Work. This other work may be performed by Owner's employees or through other contractors. Utility owners may perform work on their utilities and facilities at or adjacent to the Site. Include costs associated with coordinating with entities performing other work or associated with connecting to this other work in the Contract Price if this other work is shown in the Contract Documents. B. OPT is to notify Contractor of other work prior to starting the work and provide any knowledge they have regarding the start of utility work at or adjacent to the Site to Contractor. C. Provide other contractors: 1. Proper and safe access to the Site; 2. Reasonable opportunity for the introduction and storage of materials and equipment; and 3. Reasonable opportunity to execute their work. D. Provide cutting, fitting, and patching of the Work required to properly connect or integrate with other work. Do not endanger the work of others by cutting, excavating, or otherwise altering the work of others without the consent of OAR and the others whose work will be affected. General Conditions 007200-46 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Inspect the work of others and immediately notify OAR if the proper execution of part of Contractor's Work depends upon work performed by others and this work has not been performed or is unsuitable for the proper execution of Contractor's Work. Contractor's failure to notify the OAR constitutes an acceptance of this other work as acceptable for integration with Contractor's Work. This acceptance does not apply to latent defects or deficiencies in the work of others. F. Take adequate measures to prevent damages, delays, disruptions, or interference with the work of Owner, other contractors, or utility owners performing other work at or adjacent to the Site. 8.02 Coordination A. Owner has sole authority and responsibility for coordination of this other work unless otherwise provided in the Contract Documents. The Owner is to identify the entity with authority and responsibility for coordination of the activities of the various contractors, the limitations of their authority, and the work to be coordinated prior to the start of other work at or adjacent to the Site. 8.03 Legal Relationships A. Contractor may be entitled to a change in Contract Price or Contract Times if, while performing other work at or adjacent to the Site for Owner, the OPT or other contractor retained by the City: 1. Damages the Work or property of Contractor's Team; 2. Delays, disrupts, or interferes with the execution of the Work; or 3. Increases the scope or cost of performing the Work through their actions or inaction. B. Notify the OAR immediately of the event leading to a potential Change Proposal so corrective action can be taken. Submit the Change Proposal within 30 days of the event if corrective action has not adequately mitigated the impact of the actions or inactions of others. Information regarding this other work in the Contract Documents is used to determine if the Contractor is entitled to a change in Contract Price or Contract Times. Changes in Contract Price require that Contractor assign rights against the other contractor to Owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Changes in Contract Times require that the time extension is essential to Contractor's ability to complete the Work within the Contract Times. C. Take prompt corrective action if Contractor's Team damages, delays, disrupts, or interferes with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site or agree to compensate other contractors or utility owners for correcting the damage. Promptly attempt to settle claims with other contractors or utility owners if Contractor damages, delays, disrupts, or interferes with the work of other contractors or utility owners performing other work at or adjacent to the Site. D. Owner may impose a set-off against payments due to Contractor and assign the Owner's contractual rights against Contractor with respect to the breach of the obligations described in this Paragraph 8.03 to other contractors if damages, delays, disruptions, or interference occu r. General Conditions 007200-47 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Contractor's obligation to indemnify Owner for claims arising out of or related to damages, delays, disruptions, and interference with other work at the Site are as set forth in Paragraph 7.14. ARTICLE 9—OWNER'S AND OPT'S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner's Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due A. Owner is to make payments to Contractor when due as described in Article 17. 9.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. 9.06 Insurance A. Owner's responsibilities with respect to purchasing and maintaining insurance are described in Article 6. 9.07 Modifications A. Owner's responsibilities with respect to Modifications are described in Article 11. 9.08 Inspections,Tests, and Approvals A. OPT's responsibility with respect to certain inspections,tests, and approvals are described in Paragraph 16.02. 9.09 Limitations on OPT's Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. General Conditions 007200-48 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 9.10 Undisclosed Hazardous Environmental Condition A. OPT's responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. 9.12 Plans and Specifications A. Owner does not warrant the plans and specification. ARTICLE 10—OAR'S AND DESIGNER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. OAR is Owner's representative. The duties and responsibilities and the limitations of authority of OAR as Owner's representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer's visits and observations are subject to the limitations on Designer's authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner's quality assurance program, and administer the Contract as Owner's representative as described in the Contract Documents. OAR's visits and observations are subject to the limitations on OAR's authority and responsibility described in Paragraphs 9.09 and 10.07. 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives' authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 16. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 16. General Conditions 007200-49 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 10.05 Shop Drawings, Modifications and Payments A. Designer's authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer's authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. C. OAR and Designer's authority related to Modifications is described in Article 11. D. OAR's authority related to Applications for Payment is described in Articles 15 and 17. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non-technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work or accept the Work under the provisions of Paragraph 16.04 if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. Contractor may appeal Designer's decision by submitting a Change Proposal if Contractor does not agree with the Designer's decision. 10.07 Limitations on OAR's and Designer's Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor's Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor's Team. ARTICLE 11—AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK 11.01 Amending and Supplementing the Contract Documents A. The Contract Documents may be modified by a Contract Amendment, Change Order, Work Change Directive, or Field Order. 1. Contract Amendment: Owner and Contractor may modify the terms and conditions of the Contract Documents without the recommendation of the Designer using a Contract Amendment. A Contract Amendment may be used for: a. Changes that do not involve: 1) The performance or acceptability of the Work; 2) The design as described in the Drawings, Specifications, or otherwise; or 3) Other engineering, architectural or technical matters. b. Authorizing new phases of the Work and establishing the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work when using phased construction or purchasing Goods and Special Services to be incorporated into the Project. General Conditions 007200-50 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2. Change Order: All changes to the Contract Documents that include a change in the Contract Price or the Contract Times for previously authorized Work, or changes to the Work requiring Designer's approval must be made by a Change Order. A Change Order may also be used to establish modifications of the Contract Documents that do not affect the Contract Price or Contract Times. 3. Work Change Directive: A Work Change Directive does not change the Contract Price or the Contract Times, but is evidence that the parties expect that the modifications ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations on the Contract Price and Contract Times. If negotiations under the terms of the Contract Documents governing adjustments, expressly including Paragraphs 11.04 and 11.05 are unsuccessful, Contractor must submit a Change Proposal seeking an adjustment of the Contract Price or the Contract Times no later than 30 days after the completion of the Work set out in the Work Change Directive. 4. Field Order: Designer may require minor changes in the Work that do not change the Contract Price or Contract Times using a Field Order. OAR may issue a Field Order for non-technical, administrative issues. Submit a Change Proposal if Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times before proceeding with the Work described in the Field Order. B. Perform added or revised Work under the applicable provisions of the Contract Documents for the same or similar Work unless different Drawings, Specifications or directions are provided in the Modification. 11.02 Owner-Authorized Changes in the Work A. Owner may order additions, deletions,or revisions in the Work at any time as recommended by the Designer to the extent the change: 1. Involves the design as described in the Contract Documents; 2. Involves acceptance of the Work; or 3. Involves other engineering, architectural or technical matters. B. These changes may be authorized by a Modification. Proceed with the Work involved or, in the case of a deletion in the Work, immediately cease construction activities with respect to the deleted Work upon receipt of the Modification. Nothing in this paragraph obligates the Contractor to undertake Work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor is not entitled to an increase in the Contract Price or an extension of the Contract Times with respect to Work performed that is not required by the Contract Documents, except in the case of an emergency as provided in Paragraph 7.12, or in the case of uncovering Work as provided in Paragraph 16.05. General Conditions 007200-51 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Contractor is responsible for costs and time delays associated with variations from the requirements of the Contract Documents unless the variations are specifically approved by Change Order. 11.04 Change of Contract Price A. The Contract Price for authorized Work can only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price must comply with the provisions of Article 13. B. An adjustment in the Contract Price is to be determined as follows: 1. By applying unit prices to the quantities of the items involved, subject to the provisions of Paragraph 15.03, where the Work involved is covered by unit prices in the Contract Documents; 2. By a mutually agreed lump sum where the Work involved is not covered by unit prices in the Contract Documents; or 3. Payment on the basis of the Cost of the Work determined as provided in Paragraph 15.01 plus a Contractor's fee for overhead and profit determined as provided in Paragraph 15.05 when the Work involved is not covered by unit prices in the Contract Documents and the parties do not reach a mutual agreement to a lump sum. C. The original Contract Price may not be increased by more than 25 percent or the limit set out in Texas Local Government Code 252.048 or its successor statute, whichever is greater. Owner may decrease the Work by up to 25 percent of the Contract Price. 11.05 Change of Contract Times A. The Contract Times for authorized Work can only be changed by Change Order. Any Change Proposal for an adjustment in the Contract Times must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 13. B. An adjustment of the Contract Times is subject to the limitations described in Paragraph 4.04. 11.06 Change Proposals A. Submit a Change Proposal in accordance with Article 12 to the OAR to: 1. Request an adjustment in the Contract Price or Contract Times; 2. Appeal an initial decision by OPT concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; 3. Contest a set-off against payment due; or 4. Seek other relief under the Contract Documents. General Conditions 007200-52 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Notify the OAR within 3 days if a Change Proposal is to be submitted. Submit each Change Proposal to OAR no later than 30 days after the event initiating the Change Proposal. 11.07 Execution of Change Orders A. Owner and Contractor are to execute Change Orders covering: 1. Changes in the Contract Price or Contract Times, which are agreed to by Owner and Contractor, including undisputed sums or amount of time for Work actually performed in accordance with a Work Change Directive; 2. Changes in Contract Price resulting from Owner set-offs unless the set-off has been successfully challenged by Contractor; 3. Changes in the Work which are: a. Ordered by Owner pursuant to Paragraph 11.02.A, b. Required because Defective Work was accepted under Paragraph 16.04 or Owner's correction of Defective Work under Paragraph 16.07, or c. Agreed to by the Owner and Contractor; and 4. Changes in the Contract Price or Contract Times, or other changes under Paragraph 11.06 or Article 13. B. Acceptance of a Change Order by Contractor constitutes a full accord and satisfaction for any and all claims and costs of any kind, whether direct or indirect, including but not limited to impact, delay or acceleration damages arising from the subject matter of the Change Order. Each Change Order must be specific and final as to prices and extensions of time, with no reservations or other provisions allowing for future additional money or time as a result of the particular changes identified and fully compensated in the Change Order. The execution of a Change Order by Contractor constitutes conclusive evidence of Contractor's agreement to the ordered changes in the Work. This Contract, as amended, forever releases any claim against Owner for additional time or compensation for matters relating to or arising out of or resulting from the Work included within or affected by the executed Change Order. This release applies to claims related to the cumulative impact of all Change Orders and to any claim related to the effect of a change on unchanged Work. C. All Change Orders require approval by either the City Council or Owner by administrative action. The approval process requires a minimum of 45 days after submission in final form with all supporting data. Receipt of Contractor's submission by Owner constitutes neither acceptance nor approval of a Change Order, nor a warranty that the Change Order will be authorized by City Council or administrative action. The time required for the approval process may not be considered a delay and no extensions to the Contract Times or increase in the Contract Price will be considered or granted as a result of the process. Contractor may proceed with Work if a Work Change Directive is issued. D. If the Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07, the Change Order is deemed to be in full force as if executed by Contractor. Contractor may file a Claim for payment and/or time, pursuant to Article 13. General Conditions 007200-53 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 11.08 Notice to Surety A. Notify the surety of Modifications affecting the general scope of the Work, changes in the provisions of the Contract Documents,or changes in Contract Price or Contract Times. Adjust the amount of each Bond when Modifications change the Contract Price. ARTICLE 12—CHANGE MANAGEMENT 12.01 Requests for Change Proposal A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 12.02 to the Designer for evaluation by the OPT. 12.02 Change Proposals A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. A Change Proposal must be submitted to the OAR no later than 30 days after the event initiating the Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT's description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. c. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; and 9) Other items of cost. General Conditions 007200-54 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F d. Provide the level of detail outlined in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self-performed Work. e. Submit Change Proposals that comply with Article 15 for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the OAR to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with Article 25. 12.03 Designer Will Evaluate Request for Modification A. OAR is to advise OPT regarding the Change Proposal. OPT is to review each Change Proposal and Contractor's supporting data, and within 30 days after receipt of the documents, direct the OAR to either approve or deny the Change Proposal in whole or in part. OAR is to issue a Change Order for an approved Change Proposal. The Contractor may deem the Change Proposal to be denied if OAR does not take action on the Change Proposal within 30 days and start the time for appeal of the denial under Article 13. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor's risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. 12.04 Substitutions A. The products of the listed Suppliers are to be furnished where Specifications list several manufacturers but do not specifically list "or equal" or "or approved equal" products. Use of any products other than those specifically listed is a substitution. Follow these procedures for a substitution. B. Substitutions are defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. Submit a Change Proposal per Paragraph 12.02 along with a Shop Drawing as required by Article 25 to request approval of a substitution. General Conditions 007200-55 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. Prove that the product is acceptable as a substitute. It is not the Designer's responsibility to prove the product is not acceptable as a substitute. 1. Indicate on a point by point basis for each specified feature that the product is acceptable to meet the intent of the Contract Documents requirements. 2. Make a direct comparison with the specified Suppliers published data sheets and available information. Provide this printed material with the documents submitted. 3. The decision of the Designer regarding the acceptability of the proposed substitute product is final. D. Provide a written certification that, in making the substitution request,the Contractor: 1. Has determined that the substituted product will perform in substantially the same manner and result in the same ability to meet the specified performance as the specified product. 2. Will provide the same warranties and/or bonds for the substituted product as specified or as would be provided by the manufacturer of the specified product. 3. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the substituted product into the Project and will waive all claims for additional Work which may be necessary to incorporate the substituted product into the Project which may subsequently become apparent. 4. Will maintain the same time schedule as for the specified product. E. Pay for review of substitutions in accordance with Article 25. ARTICLE 13—CLAIMS 13.01 Claims A. Follow the Claims process described in this Article for the following disputes between Owner and Contractor: 1. Seeking an adjustment of Contract Price or Contract Times; 2. Contesting an initial decision by OAR concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; 3. Appealing OAR's decision regarding a Change Proposal; 4. Seeking resolution of a contractual issue that OAR has declined to address; or 5. Seeking other relief with respect to the terms of the Contract. B. Contractor shall be entitled to an extension of Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Contractor shall bear the entire economic risk of all weather delays and disruptions. Contractor shall not be entitled to any increase in the Contract Price by reason of such delays or disruptions. Upon Contractor reaching Substantial Completion, Owner and Contractor shall look back at the entire duration of the calendar day Project and review the totality of what Contractor claims were unusually severe weather disruptions. If the Project was delayed or disrupted due to unusually severe weather in General Conditions 007200-56 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F excess of weather normally experienced over the entire duration of the Project, Contractor may make a Claim for an extension of the Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Anytime extension granted shall be non-compensatory. 13.02 Claims Process A. Claims must be initiated by written notice. Notice must conspicuously state that it is a notice of a Claim in the subject line or first sentence. Notice must also list the date of first occurrence of the claimed event. B. Except for Claims resulting from unusually severe weather, notice of a Claim by Contractor must be in writing and delivered to the Owner, Designer and the OAR within 14 days after the start of the event giving rise to the Claim. Failure by Contractor to submit written notice of a Claim within 14 days shall constitute a waiver of such Claim. C. Submit the complete Claim with supporting documentation to Owner no later than 60 days after the start of the event giving rise to the Claim(unless Designer allows additional time for claimant to submit additional or more accurate data in support of such Claim). The Claim must be signed and sworn to by Contractor, certifying that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor's knowledge and belief,the relief requested accurately reflects the full compensation to which Contractor is entitled. Failure by Contractor to submit the Claim within 60 days shall constitute a waiver of such Claim. D. Any Claims by Contractor that are not brought within 90 days following the termination of the Contract are waived and shall be automatically deemed denied. E. Claims by Owner must be submitted by written notice to Contractor. F. The responsibility to substantiate a Claim rests with the entity making the Claim. Claims must contain sufficient detail to allow the other party to fully review the Claim. 1. Claims seeking an adjustment of Contract Price must include the Contractor's job cost report. Provide additional documentation as requested by OAR or Designer. 2. Claims seeking an adjustment of Contract Time must include a Time Impact Analysis and native schedule files in Primavera or MS Project digital format. Provide additional documentation as requested by OAR or Designer. G. Claims by Contractor against Owner and Claims by Owner against Contractor, including those alleging an error or omission by Designer but excluding those arising under Section 7.12,shall be referred initially to Designer for consideration and recommendation. H. Designer will review a Claim by Contractor within 30 days of receipt of the Claim and take one or more of the following actions: 1. Request additional supporting data from the party who made the Claim; 2. Issue a recommendation; 3. Suggest a compromise; or General Conditions 007200-57 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. Advise the parties that Designer is not able to make a recommendation due to insufficient information or a conflict of interest. I. If the Designer does not take any action, the Claim shall be deemed denied 30 days after receipt of the Claim. J. Following receipt of Designer's initial recommendation regarding a Claim,the Contractor and the Owner shall seek to resolve the Claim through the exchange of information and direct negotiations. If no agreement is reached within 90 days, the Claim shall be deemed denied. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of any actions taken on a Claim. K. If the entity receiving a Claim approves the Claim in whole or in part or denies it in whole or in part, this action is final and binding unless the other entity invokes the procedure described in Article 22 for final resolution of disputes by filing a notice of appeal within 30 days after this action. L. If the Owner and Contractor reach a mutual agreement regarding a Claim, the results of the agreement or action on the Claim will be incorporated in a Change Order by the OAR to the extent they affect the Contract Documents, the Contract Price, or the Contract Times. M. Both parties shall continue to perform all obligations under the Agreement during the pendency of any dispute or disagreement relating to this Agreement, unless performance would be impracticable or impossible under the circumstances. N. Any failure of Contractor to comply with any of the foregoing conditions precedent with regard to any such Claim shall constitute a waiver of any entitlement to submit or pursue such Claim. O. Receipt and review of a Claim by City shall not be construed as a waiver of any defenses to the Claim available to the City under the Contract Documents or at law. ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS 14.01 Payment of Prevailing Wage Rates A. Contractor and any Subcontractors employed on this Project shall pay not less than the rates established by the Owner as required by Texas Government Code Chapter 2258. B. Contractor and its Subcontractors are required to pay Davis-Bacon Wage Rates. C. Contractor and its Subcontractors are required to pay laborers and mechanics an overtime rate of not less than one and one-half times the basic rate for all hours worked in excess of forty hours in a given workweek. 14.02 Records A. In accordance with Tex. Gov't Code §2258.024,the Contractor and its Subcontractors, if any, shall keep a record showing: 1. The name and occupation of each worker employed by the Contractor or Subcontractor in the construction of the Work; and 2. The actual per diem wages paid to each worker. General Conditions 007200-58 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. The record shall be open at all reasonable hours to inspection by the officers and agents of the Owner. 14.03 Liability; Penalty; Criminal Offense A. Tex. Gov't Code §2258.003 — Liability: An officer, agent, or employee of the Owner is not liable in a civil action for any act or omission implementing or enforcing Chapter 2258 unless the action was made in bad faith. B. Tex. Gov't Code §2258.023(b) — Penalty: Any Contractor or Subcontractor who violates the requirements of Chapter 2258,shall pay to the Owner,on whose behalf the Contract is made, $60 for each worker employed on each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the Contract. C. Tex. Gov't Code §2258.058—Criminal Offense: 1. An officer, agent, or representative of the Owner commits an offense if the person willfully violates or does not comply with a provision of Chapter 2258. 2. Any Contractor or Subcontractor, or an agent or representative of the Contractor or Subcontractor, commits an offense if the person violates Tex. Gov't Code §2258.024. 3. An offense is punishable by: a. A fine not to exceed $500; b. Confinement in jail for a term not to exceed 6 months; or C. Both a fine and confinement. 14.04 Prevailing Wage Rates A. Use the Prevailing Wage Rates specified in the Supplementary Conditions. ARTICLE 15—COST OF THE WORK;ALLOWANCES; UNIT PRICE WORK 15.01 Cost of the Work A. The Cost of the Work is the sum of costs described in this Paragraph 15.01, except those excluded in Paragraph 15.01.D, necessary for the proper performance of the Work. The provisions of this Paragraph 15.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price under cost-plus, time-and-materials, or other cost-based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. B. Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment when the value of the adjustment is determined on the basis of the Cost of the Work. General Conditions 007200-59 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. Costs included in the Cost of the Work may not exceed the prevailing costs in the proximate area of the Site for similar work unless agreed to by the Owner. Cost of the Work includes only the following items: 1. Payroll costs for Contractor's employees performing the Work, including one foreman per crew, and other required and agreed upon personnel for the time they are employed on the Work. Employees are to be paid according to wage rates for job classifications as agreed to by Owner. Where the Cost of the Work is being used under provisions of Paragraph 15.01.A.2, rates paid for this Work are to be the same as paid for Contract Work as established by certified payroll. Payroll costs may include: a. Actual costs paid for salaries and wages; b. Actual cost paid for fringe benefits,which may include: 1) Social security contributions, 2) Unemployment, 3) Excise and payroll taxes, 4) Workers' compensation, 5) Health and retirement benefits, 6) Bonuses, and 7) Paid time off for sick leave, vacations, and holidays; and c. Actual cost of additional compensation paid for performing Work outside of regular working hours, on Sunday or legal holidays, to the extent authorized by Owner. 2. Cost of materials and equipment furnished and incorporated in the Work, including transportation and storage costs and required Suppliers'field services. Contractor may retain cash discounts unless Owner provided funds to the Contractor for early payment of these materials and equipment. Cash discounts are to be credited to Owner if the Owner provides funds for early payment. Make provisions for trade discounts, rebates, refunds, and returns from sale of surplus materials and equipment and reduce the Cost of the Work by these amounts. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. Obtain competitive bids from Subcontractors acceptable to Owner unless Owner agrees to use Subcontractors proposed by the Contractor. Bids are to be opened in the presence of the OAR and other designated members for the OPT. Provide copies of bids to the OAR to use in determining,with the OPT,which bids are acceptable. The Subcontractor's Cost of the Work and fee are determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 15.01 if the subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee. 4. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work; b. Costs of materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site including transportation and maintenance costs; General Conditions 007200-60 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F c. Costs of hand tools not owned by the workers consumed in the performance oft he Work. Costs of hand tools not owned by the workers which are used but not consumed in the performance of the Work and which remain the property of Contractor, less their market value when Work is completed; d. For Contractor-and Subcontractor-owned machinery,trucks, power tools or other equipment, use the FHWA rental rates found in the Rental Rate Blue Book ("Blue Book") multiplied by the regional adjustment factor and the rate adjustment factor to establish hourly rates. Use the rates in effect for each section of the Blue Book at the time of use. Payment will be made for the actual hours used in the Work. 1) Standby costs will be paid at 50% of the FHWA rental rates found in the Blue Book if Contractor is directed by Owner in writing to standby. Standby costs will not be allowed during periods when the equipment would otherwise have been idle. For a six-day work week, no more than eight hours per a 24-hour day, no more than 48 hours per week and no more than 208 hours per month shall be paid of standby time. Operating costs shall not be charged by Contractor. e. Rental of construction equipment, including the costs of transporting, loading, unloading, assembling, dismantling, and removing construction equipment, whether rented from Contractor or others, in accordance with rental agreements approved by Owner. Costs for rental of equipment will not be paid when the equipment is no longer necessary for the Work. Justify idle time for equipment by demonstrating that it was necessary to keep equipment on Site for related future Work; 1) The hourly rate shall be determined by dividing the actual invoice cost by the actual number of hours the equipment is involved in the Work. Owner reserves the right to limit the hourly rate to comparable Blue Book rates. 2) If Contractor is directed to standby in writing by Owner, standby costs will be paid at the invoice daily rate excluding operating costs, which includes fuel, lubricants, repairs and servicing. f. Applicable sales, consumer, use, and other similar taxes related to the Work for which the Owner is not exempt, and which Contractor pays consistent with Laws and Regulations; g. Deposits lost for causes other than negligence of Contractor's Team; h. Royalty payments and fees for permits and licenses; i. Cost of additional utilities, fuel, and sanitary facilities at the Site; j. Minor expense items directly required by the Work; and k. Premiums for Bonds and insurance required by the Contract Documents. D. The Cost of the Work does not include the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals of partnerships and sole proprietorships, general managers, safety managers, superintendents, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, clerks, and other personnel employed General Conditions 007200-61 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F by Contractor, whether at the Site or in Contractor's principal or branch office, for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 15.01.C.1 or specifically covered by Paragraph 15.01.C.4. These administrative costs are covered by the Contractor's fee. 2. Office expenses other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the actions of Contractor's Team for the correction of Defective Work, disposal of materials or equipment that do not comply with Specifications, and correcting damage to property. 5. Losses, damages, and related expenses caused by damage to the Work or sustained by Contractor in connection with the performance of the Work. Contractor is entitled to recover costs if covered by insurance provided in accordance with Article 6. Such losses may include settlements made with the approval of Owner. Do not include these losses, damages, and expenses in the Cost of the Work when determining Contractor's fee. 6. Any Indemnified Cost paid with regard to Contractor's indemnification of Owner. 7. Other overhead or general expense costs and the costs of items not described in Paragraphs 15.01.C. E. The Contractor's fee for profit and overhead is determined as follows: 1. In accordance with the Agreement when the Work is performed on a cost-plus basis; 2. A mutually acceptable fixed fee; or 3. A fee based on the following percentages of the various portions of the Cost of the Work: a. The Contractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1, 15.01.C.2 and 15.01.C.4; b. The Contractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.3; C. Fees are to be determined as follows where one or more tiers of subcontracts are used: 1) The Subcontractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1 and 15.01.C.2 for the Subcontractor that actually performs the Work at whatever tier; 2) The Subcontractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.4 for the Subcontractor that actually performs the Work at whatever tier; and 3) The Contractor and Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work are to be allowed a fee of 5 percent of the fee plus underlying costs incurred by the next lower tier Subcontractor. d. No fee is payable on the basis of costs itemized under Paragraph 15.01.D; General Conditions 007200-62 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F e. Five percent of the net decrease in the cost is to be deducted for changes which result in a net decrease in Contract Price; and 4. The adjustment in Contractor's fee is based on the net change in accordance with Paragraphs 15.05.13.1 through 15.05.13.5, inclusive when both additions and credits are involved in any one change. F. Establish and maintain records in accordance with generally accepted accounting practices and submit these records, including an itemized cost breakdown together with supporting data, in a form and at intervals acceptable to OAR whenever the Cost of the Work is to be determined pursuant to this Paragraph 15.01. 15.02 Allowances A. Include allowances specified in the Contract Documents in the Contract Price and provide Work covered by the allowance as authorized by the Owner through the OAR. B. Contractor agrees that: 1. The cash allowance is used to compensate the Contractor for the cost of furnishing materials and equipment for the Work covered by the allowance item in the Contract Documents. Cost may include applicable taxes. Make provisions for trade discounts, rebates, and refunds and reduce the allowance costs by these amounts. 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances; and 3. Costs for cash allowances and installation costs as described in Paragraphs 15.02.13.1 and 15.02.13.2 above are included in the Contract Price. C. OAR will issue a Change Order to adjust the Contract Price by the difference between the allowance amount and the actual amount paid by Contractor for Work covered by the allowance. The Change Order will be issued at the time costs are incurred by Contractor for Work covered by the allowance and this Work is included on the Application for Payment. 15.03 Unit Price Work A. The initial Contract Price for Unit Price Work is equal to the sum of the unit price line items in the Agreement. Each unit price line item amount is equal to the product of the unit price for each line item times the estimated quantity of each item as indicated in the Contract. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparing Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work are to be based on actual quantities measured for Work in place. C. Each unit price is deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. OAR is to determine the actual quantities and classifications of Unit Price Work performed by Contractor to be incorporated into each Application for Payment. OAR's decision on actual quantities is final and binding, subject to the provisions of Paragraph 15.03.E. General Conditions 007200-63 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Contractor may submit a Change Proposal,or Owner may file a Claim,seeking an adjustment in the Contract Price within 30 days of OAR's decision under Paragraph 15.03.D, if: 1. The total cost of a particular item of Unit Price Work amounts to 20 percent or more of the total Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by the Contractor differs by more than 20 percent from the estimated quantity of an item indicated in the Contract; 2. There is no corresponding adjustment with respect to other items of Work; and 3. Contractor believes it has incurred additional expense as a result of this condition or Owner believes that the quantity variation entitles Owner to an adjustment in the Contract Price. 15.04 Contingencies A. Contingency funds may be included in the Contract Price to pay for Work not defined specifically by the Contract Documents that is essential to the completion of the Project. Contingency funds will be as described in the Contract. B. The contingency funds may be used for costs incurred by the Contractor provided these costs are approved by the Owner. Costs are to be determined and documented in accordance with Paragraph 15.01. The contingency funds are not to be used for the following items: 1. Cost overruns due to changes in material costs after the Contract Price is established, unless specific price escalation provisions are made in the Contract. 2. Rework required to correct Defective Work. 3. Inefficiencies in completing the Work due to the Contractor's selected means, methods, sequences, or procedures of construction. 4. Work Contractor failed to include in the Contract Price. 5. Changes required by changes in Laws and Regulations enacted after the Contract Price is established. 6. Any Work that does not constitute a change in Scope in the Work included in the Contract Price. C. OAR is to issue a Change Order for approved expenditures from contingency funds. When the Change Order is issued, the costs are to be added to the Application for Payment. Contractor is to maintain a tabulation showing the contingency amount, adjustments to the contingency amount, and amounts remaining as the Project progresses. D. Any contingency amounts that are not included in a Change Order are retained by the Owner. A Change Order will be issued to deduct unused contingency amounts from the Contract Price prior to Final Payment. General Conditions 007200-64 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ARTICLE 16—TESTS AND INSPECTIONS;CORRECTION,REMOVAL,OR ACCEPTANCE OF DEFECTIVE WORK 16.01 Access to Work A. Provide safe access to the Site and the Work for the observation, inspection, and testing of the Work in progress. Contractor can require compliance with Contractor's safety procedures and programs as part of providing safe access. 16.02 Tests, Inspections and Approvals A. OPT may retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform inspections. Notify OAR when the Work is ready for required inspections and tests. Provide adequate notice to allow for coordination with entities providing inspection or testing as determined by the OAR. Cooperate with inspection and testing personnel and assist with providing access for required inspections, tests, and handling test specimens or Samples. B. Arrange for and facilitate inspections, tests, and approvals required by Laws or Regulations of governmental entities having jurisdiction that require Work to be inspected, tested, or approved by an employee or other representative of that entity. Pay associated costs and furnish OAR with the required certificates of inspection or approval. C. Arrange, obtain, and pay for inspections and tests required: 1. By the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to OPT; 2. To attain OPT's acceptance of materials or equipment to be incorporated in the Work; 3. By manufacturers of equipment furnished under the Contract Documents; 4. For testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; 5. For acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work; 6. For re-inspecting or retesting Defective Work, including any associated costs incurred by the testing laboratory for cancelled tests or standby time; and 7. For retesting due to failed tests. D. Provide independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to OPT to provide these inspections and tests. 16.03 Defective Work A. It is Contractor's obligation to ensure that the Work is not Defective. B. OPT has the authority to determine whether Work is Defective and to reject Defective Work. C. OAR is to notify Contractor of Defective Work of which OPT has actual knowledge. D. Promptly correct Defective Work. E. Take no action that would void or otherwise impair Owner's special warranties or guarantees when correcting Defective Work. General Conditions 007200-65 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F F. Pay claims, costs, losses, and damages arising out of or relating to Defective Work, including: 1. Costs for correction, removal, and replacement of Defective Work; 2. Cost of the inspection and testing related to correction of Defective Work; 3. Fines levied against Owner by governmental authorities because of Defective Work;and 4. Costs of repair or replacement of work of others resulting from Defective Work. 16.04 Acceptance of Defective Work A. Owner may elect to accept Defective Work instead of requiring correction or removal and replacement of Defective Work provided: 1. This acceptance occurs prior to final payment; 2. Designer confirms that the Defective Work is in general accordance with the design intent and applicable engineering or architectural principles; and 3. Designer confirms that acceptance of the Defective Work does not endanger public health or safety. B. Owner may impose a reasonable set-off against payments due under Article 17 for costs associated with OPT's evaluation of Defective Work to determine if it can be accepted and to determine the diminished value of the Work. Owner may impose a reasonable set-off against payments due under Article 17 if the parties are unable to agree as to the decrease in the Contract Price to compensate Owner for the diminished value of Defective Work accepted. OAR is to issue a Modification for acceptance of the Defective Work prior to final payment. Pay an appropriate amount to Owner if the acceptance of Defective Work occurs after final payment. 16.05 Uncovering Work A. OPT has the authority to require inspection or testing of the Work, whether or not the Work is fabricated, installed or completed. B. Work that is covered prior to approval of the OAR must be uncovered for OPT's observation if requested by OAR. Pay for uncovering Work and its subsequent restoration unless Contractor has given OAR timely notice of Contractor's intention to cover the Work and OAR fails to act with reasonable promptness in response to this notice. C. Provide necessary labor, material, and equipment and uncover, expose, or otherwise make available the portion of the Work suspected of being Defective for observation, inspection, or testing if OPT considers it necessary or advisable that covered Work be observed by Designer or inspected or tested by others as directed by the OAR. 1. Pay for claims, costs, losses, and damages associated with uncovering, exposing, observing, inspecting, and testing if it is found that the uncovered Work is Defective. Pay costs for correction of Defective Work. Pay for reconstruction, repair, or replacement of work of others resulting from the Defective Work if it is found that the uncovered Work is Defective. General Conditions 007200-66 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 16.06 Owner May Stop the Work A. Owner may order Contractor to stop the Work if: 1. The Work is Defective; 2. Contractor fails to supply sufficient skilled workers or suitable materials or equipment; or 3. Contractor performs Work that may fail to conform to the Contract Documents when completed. This stop work order is to remain in effect until the reason for the stop work order has been eliminated. Owner's right to stop the Work does not create a duty to exercise this right for the benefit of Contractor's Team or surety. 16.07 Owner May Correct Defective Work A. Owner may remedy deficiencies in the Work after 7 days' notice to Contractor if: 1. Contractor fails to correct Defective Work, or to remove and replace rejected Work as required by OPT; 2. Contractor fails to perform the Work in accordance with the Contract Documents; or 3. Contractor fails to comply with other provisions of the Contract Documents. B. Owner may: 1. Exclude Contractor from the Site; 2. Take possession of the Work and suspend Contractor's services related to the Work; and 3. Incorporate stored materials and equipment in the Work. C. Allow OPT access to the Site and off-Site storage areas to enable Owner to exercise the rights and remedies under this Paragraph 16.07. D. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 16.07 are to be charged against Contractor as a set-off against payments due under Article 17. These claims, costs, losses, and damages include costs of repair and the cost of replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's Defective Work. E. Contractor is not allowed an extension of the Contract Times because of delays in the performance of the Work attributable to the exercise of the Owner's rights and remedies under this Paragraph 16.07. ARTICLE 17—PAYMENTS TO CONTRACTOR; SET-OFFS;COMPLETION; CORRECTION PERIOD 17.01 Progress Payments A. Progress payment requests are to be submitted to the OAR on the Application for Payment form provided by the OAR following procedures in this Article 17. General Conditions 007200-67 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. Progress payments for lump sum Work are to be paid on the basis of the earned value to date at the amounts shown in the Schedule of Values submitted as required by Paragraph 17.03. Final payment will be for the total lump sum amount. 2. Progress payments for Unit Price Work are based on the number of units completed as determined under the provisions of Paragraph 15.03. 3. Progress payments for Work to be paid on the basis of the Cost of the Work per Paragraphs 15.01, 15.02 and 15.04 are to be paid for Work completed by Contractor during the pay period. B. Reduction in Payment by Owner: 1. Owner is entitled to impose a set-off against payment based on the following: a. Claims made against Owner or costs, losses,or damages incurred by Owner related to: 1) Contractor's conduct in the performance of the Work, including, but not limited to, workplace injuries, non-compliance with Laws and Regulations, or patent infringement; or 2) Contractor's failure to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site, including but not limited to, workplace injuries, property damage, and non-compliance with Laws and Regulations. b. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; c. Work is Defective, or completed Work has been damaged by Contractor's Team, requiring correction or replacement; d. Owner has been required to correct Defective Work or complete Work in accordance with Paragraph 16.07; e. The Contract Price has been reduced by Change Orders; f. Events have occurred that would constitute a default by Contractor justifying a termination for cause; g. Liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or completion of the Work; h. Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to Owner to secure the satisfaction and discharge of these Liens; i. Failure to submit up-to-date record documents as required by the Contract Documents; j. Failure to submit monthly Progress Schedule updates or revised schedules as requested by the OAR; k. Failure to provide Project photographs required by the Contract Documents; I. Failure to provide Certified Payroll required by the Contract Documents; General Conditions 007200-68 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F m. Compensation for OPT for overtime charges of OAR or RPR, third review of documents, review of substitutions, re-inspection fees, inspections or designs related to correction of Defective Work, or other services identified as requiring payment by the Contractor; n. Costs for tests performed by the Owner to verify that Work previously tested and found to be Defective has been corrected; o. OPT has actual knowledge of the occurrence of events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents with associated cost impacts; p. Other items entitling Owner to a set-off against the amount recommended; or q. Payment would result in an over-payment of the Contract Price. 2. Compensation for services of OPT staff is to be at the rates established by negotiations between OPT and Contractor. 3. OAR is to notify Contractor stating the amount and the reasons for an imposed set-off. The Owner is to pay the Contractor amounts remaining after deduction of the set-off. Owner is to pay the set-off amount agreed to by Owner and Contractor if Contractor remedies the reasons for the set-off. Contractor may submit a Change Proposal contesting the set-off. C. Delayed Payments: 1. No money shall be paid by Owner upon any claim, debt, demand, or account whatsoever, to any person, firm, or corporation who is in arrears to Owner for taxes; and Owner shall be entitled to counterclaim and automatically offset against any such debt, claim, demand, or account in the amount of taxes so in arrears and no assignment or transfer of such debt, claim, demand, or account after said taxes are due, shall affect the right of Owner to offset said taxes, and associated penalties and interest if applicable, against the same. 2. No payment will be made for Work authorized by a Work Change Directive until the Work Change Directive is incorporated into a Change Order. Payment can be included in an Application for payment when the Change Order is approved. D. The Owner is to pay the amount of payment recommended by the OAR within 30 days after receipt of the Application for Payment and accompanying documentation from the OAR. 17.02 Application for Payment A. Submit Applications for Payment for completed Work and for materials and equipment in accordance with the Supplementary Conditions, the Agreement, and this Article 17. The Contract Price is to include costs for: 1. Providing the Work in accordance with the Contract Documents; 2. Installing Owner furnished equipment and materials; 3. Providing Work for Alternates and Allowances; 4. Commissioning, start-up, training and initial maintenance and operation; 5. Acceptance testing in manufacturer's facilities or on Site; General Conditions 007200-69 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6. All home office overhead costs and expenses, including profit made directly or indirectly for the Project; 7. Project management, Contract administration, field office, and field operations staff, including supervision, clerical support, and technology system support; 8. Professional services including design fees, legal fees, and other professional services; 9. Bonds and insurance; 10. Permits, licenses, patent fees, and royalties; 11. Taxes; 12. Providing all documents and Samples required by the Contract Documents; 13. Facilities and equipment at the Site including: a. Field offices, office furnishings, and all related office supplies, software, and equipment, b. Storage facilities for Contractor's use, storage facilities for stored materials and equipment, including spare parts storage, c. Shops, physical plant, construction equipment, small tools, vehicles, technology and telecommunications equipment, d. Safety equipment and facilities to provide safe access and working conditions for workers and for others working at the Site, e. Temporary facilities for power and communications, f. Potable water and sanitation facilities, and g. Mobilization and demobilization for all of these facilities and equipment; 14. Products, materials, and equipment stored at the Site or other suitable location; 15. Products, materials, and equipment permanently incorporated into the Project; 16. Temporary facilities for managing water, including facilities for pumping, storage, and treatment as required for construction and protection of the environment; 17. Temporary facilities for managing environment conditions and Constituents of Concern; 18. Temporary facilities such as sheeting, shoring, bracing, formwork, embankments, storage facilities, working areas, and other facilities required for construction of the Project; 19. Temporary and permanent facilities for protection of all overhead, surface, or underground structures or features; 20. Temporary and permanent facilities for removal, relocation, or replacement of any overhead, surface, or underground structures or features; 21. Products, materials, and equipment consumed during the construction of the Project; 22. Contractor labor and supervision to complete the Project, including that provided through Subcontractors or Suppliers; General Conditions 007200-70 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 23. Correcting Defective Work during the Contract Times, during the Correction Period, or as required to meet any warranty provision of the Contract Documents; 24. Risk associated with weather and environmental conditions, start-up, and initial operation of facilities including equipment, processes, and systems; 25. Contractor's safety programs, including management, administration, and training; 26. Maintenance of facilities, including equipment, processes, and systems until operation is transferred to Owner; 27. Providing warranties, extended or special warranties, or extended service agreements; 28. Cleanup and disposal of any and all surplus materials; and 29. Demobilization of all physical, temporary facilities not incorporated into the Project. B. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price. C. Provide written approval of the surety company providing Bonds for the Schedule of Values, Application for Payment form, and method of payment prior to submitting the first Application for Payment. Payment will not be made without this approval. D. OAR may withhold processing Applications for Payment if any of the following processes or documentation are not up to date: 1. Record Documents per Article 20. 2. Progress Schedule per Article 27. 3. Project photographs per Article 28. 4. Documentation required to comply with Owner's Minority / MBE / DBE Participation Policy. 5. Documentation required to substantiate any approved Project deviation, including overruns of Designer's estimated quantity. 6. Documentation required by funding agency, if applicable. 17.03 Schedule of Values A. Submit a detailed Schedule of Values for the Work at least 10 days prior to submitting the first Application for Payment. B. Submit the Schedule of Values in the form attached to the Application for Payment - Tabulation of Earned Value of Original Contract Performed. C. Do not submit an Application for Payment until the Schedule of Values has been approved by the OAR. D. If unit prices are included in the Contract, use each unit price line item in the Contract as a unit price line item in the Schedule of Values. E. Divide lump sum line items, including Subcontractor and Supplier amounts in the Schedule of Values into smaller components to allow more accurate determination of the earned value for each item. General Conditions 007200-71 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. Provide adequate detail to allow a more accurate determination of the earned value expressed as a percentage of Work completed for each item. 2. Line items may not exceed $50,000.00, unless they are for products, materials or equipment permanently incorporated into the Project that cannot be subdivided into units or subassemblies. 3. Lump sum items may be divided into an estimated number of units to determine earned value. a. The estimated number of units times the cost per unit must equal the lump sum amount for that line item. b. Contractor will receive payment for the lump sum for the line item, regardless of the number of units installed, unless an adjustment is made by Change Order. 4. Include Contractor's overhead and profit in each line item in proportion to the value of the line item to the Contract Price. 5. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price for each item. 6. These line items may be used to establish the value of Work to be added or deleted from the Project. 7. The sum of all values listed in the schedule must equal the total Contract Price. F. Subdivide each line item in the Schedule of Values into two payment components. The first component is the direct cost for products, materials, and equipment permanently incorporated into the Project. The second component is all other costs associated with the item in the Contract. The sum of the two components must equal the value of the line item in the Schedule of Values. G. Where a percentage of the line value is allowed for a specified stage of completion, show the value for each stage of completion as a component of that line item cost. 17.04 Schedule of Anticipated Payments and Earned Value A. Submit a schedule of the anticipated Application for Payments showing the application numbers, submission dates, and the anticipated amount to be requested. Incorporate retainage into the development of this schedule of anticipated payments. B. Submit a tabulation of the anticipated Total Earned Value of Fees, Work, and Materials to create a graphic (curve) representation of the anticipated progress on the Project each month. Adjust this table and curve to incorporate Modifications. Use this curve to compare actual progress on the Project each month by comparing the anticipated cumulative Total Earned Value of Fees, Work, and Materials to the actual Total Earned Value of Fees, Work, and Materials each month. Use the comparison of values to determine performance on budget and schedule. C. Update the Schedule of Payments as necessary to provide a reasonably accurate indication of the funds required to make payments each month to the Contractor for Work performed. General Conditions 007200-72 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 17.05 Basis for Payments A. Lump Sum Contracts: 1. Payment will be made for the earned value of Work completed during the payment period expressed as a percentage of Work completed for each line item during the payment period per the Contract Documents. 2. Payment amount is the value of Work completed per the Contract Documents multiplied by the percentage of Work completed. 3. Payment for lump sum items divided into an estimated number of units to determine earned value per Paragraph 17.03 will be made for the measured number of units. 4. Payment for stored materials and equipment will be made per Paragraph 17.06. B. Unit Price Contracts: 1. Payment will be made for the actual quantity of Work completed during the payment period and for materials and equipment stored during the payment period per the Contract Documents. a. Payment amount is the Work quantity measured per the Contract Documents multiplied by the unit prices for that line item in the Contract. b. Payment for stored materials and equipment will be made per Paragraph 17.06. 2. Measure the Work described in the Contract for payment. Payment will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. 17.06 Payment for Stored Materials and Equipment A. Store materials and equipment properly at the Site. 1. Payment will be made for the invoice amount less the specified retainage. 2. Payment for materials and equipment shown in the Application for Payment and attachments will be made for the invoice amount,up to the value shown in the Schedule of Values for that line item. Costs for material and equipment in excess of the value shown in the Schedule of Values may not be added to other line items. 3. Payment will be made in full for the value shown in the line item for products and materials if invoices for materials and equipment are less than the amount shown in the line item and it can be demonstrated that no additional materials or equipment are required to complete Work described in that item. 4. Provide invoices at the time materials are included on the Application for Payment and attachments. Include invoice numbers so that a comparison can be made between invoices and amounts included on the Application for Payment and attachments. B. Provide a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of Liens. Provide documentation of payment for General Conditions 007200-73 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F materials and equipment with the next Application for Payment. Adjust payment to the amount actually paid if this differs from the invoice amount. Remove items from the tabulation of materials and equipment if this documentation is not provided. Payment will not be made for material and equipment without documentation of payment. C. Contractors can be paid for non-perishable materials on hand stored at the site, provided that invoices are furnished to the City for verification of the material value, and that Contractor provides documents, satisfactory to the City,that show that the material supplier has been paid for the materials delivered to the work site. D. Provide evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest. E. The Work covered by progress payments becomes the property of the Owner at the time of payment. The Contractor's obligations with regard to proper care and maintenance, insurance, and other requirements are not changed by this transfer of ownership until accepted in accordance with the General Conditions. F. Payment for materials and equipment does not constitute acceptance of the product. 17.07 Retainage and Set-Offs A. Retainage will be withheld from each Application for Payment per the Agreement. Retainage will be released per the General Conditions. B. Reduce payments for set-offs per the General Conditions. Include the appropriate attachment to the Application for Payment. 17.08 Procedures for Submitting an Application for Payment A. Submit a draft Application for Payment to the OAR each month at least 20 days before the date established in the Contract for Owner to make progress payments. Do not submit Applications for Payment more often than monthly. Review the draft Application for Payment with the OAR to determine concurrence with: 1. The earned value for each lump sum item including the value of properly stored and documented materials and equipment for each item in the original Contract. 2. The quantity of Work completed for each unit price item. 3. Set-offs included in the Application for Payment. 4. Values requested for materials and equipment consistent with invoices for materials and equipment. B. Submit Applications for Payment monthly through the OAR after agreement has been reached on the draft Application for Payment. 1. Number each application sequentially and include the dates for the application period. 2. Show the total amounts for earned value of original Contract performed, earned value for Work on approved Contract Amendments and Change Orders, retainage, and set- offs. Show total amounts that correspond to totals indicated on the attached tabulation for each. General Conditions 007200-74 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Include Attachment A to show the earned value on each line item in the Schedule of Values for Work shown in the original Contract. 4. Include Attachment B to show the earned value on line items for approved Change Orders. Add items to Attachment B as Change Orders are approved. Change Orders must be approved before payment can be made on Change Order items. 5. Include Attachment C to document set-offs required per the Contract Documents. Show each set-off as it is applied. Show a corresponding line item to reduce the set-off amount if a payment held by a set-off is released for payment. 6. Include Attachment D to allow tracking of invoices used to support amounts requested as materials in Attachments A and B. Enter materials to show the amount of the invoice assigned to each item in Attachment A or B if an invoice includes materials used on several line items. 7. Complete the certification stating that all Work, including materials and equipment, covered by this Application for Payment have been completed or delivered and stored in accordance with the Contract Documents,that all amounts have been paid for Work, materials, and equipment for which previous payments have been made by the Owner, and that the current payment amount shown in this Application for Payment is now due. C. Submit attachments in Portable Document Format (PDF): 1. Generate attachments to the Application for Payment using the Excel spreadsheet provided. 2. Submit PDF documents with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. 17.09 Responsibility of Owner's Authorized Representative A. OAR will review draft Application for Payment with Contractor to reach an agreement on the values that will be recommended for payment by the OAR. B. OAR will review Application for Payment submitted by Contractor to determine that the Application for Payment has been properly submitted and is in accordance with the agreed to draft Application for Payment. C. OAR is to either recommend payment of the Application for Payment to Owner or notify the Contractor of the OPT's reasons for not recommending payment. Contractor may make necessary corrections and resubmit the Application for Payment if it is not recommended within 10 days after receipt of the notice. OAR will review resubmitted Application for Payment and reject or recommend payment of the Application for Payment to Owner as appropriate. D. OAR's recommendation of the Application for Payment constitutes a representation by OPT that based on their experience and the information available: 1. The Work has progressed to the point indicated; 2. The quality of the Work is generally in accordance with the Contract Documents; and 3. Requirements prerequisite to payment have been met. General Conditions 007200-75 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. This representation is subject to: 1. Further evaluation of the Work as a functioning whole; 2. The results of subsequent tests called for in the Contract Documents; or 3. Any other qualifications stated in the recommendation. F. OPT does not represent by recommending payment: 1. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work; or 2. Other matters or issues between the parties that might entitle Contractor to additional compensation or entitle Owner to withhold payment to Contractor may or may not exist. G. Neither OPT's review of Contractor's Work for the purposes of recommending payments nor OAR's recommendation of payment imposes responsibility on OPT: 1. To supervise, direct, or control the Work; 2. For the means, methods, techniques, sequences, or procedures of construction, or safety precautions and programs; 3. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work; 4. To make examinations to ascertain how or for what purposes Contractor has used the monies paid on account of the Contract Price; or 5. To determine that title to the Work, materials, or equipment has passed to Owner free and clear of Liens. 17.10 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to the Work, materials, and equipment furnished under the Contract is to pass to Owner free and clear of Liens, title defects, and patent, licensing, copyright, or royalty obligations no later than 7 days after the time of payment by Owner of the Application for Payment which includes these items. 17.11 Substantial Completion A. Notify OAR when Contractor considers the entire Work substantially complete and request a Certificate of Substantial Completion. B. OPT is to inspect the Work within 30 days after Contractor's notification to determine if the Work is substantially complete. OAR, within 120 days after receipt of Contractor's notification, is to either issue the Certificate of Substantial Completion which sets the date of Substantial Completion or notify Contractor of the reasons the Project is not considered to be substantially complete. General Conditions 007200-76 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. The OPT and Contractor are to meet to discuss Owner's use or occupancy of the Work following Substantial Completion. Items to be discussed at this meeting include: 1. Review of insurance policies with respect to the end of the Contractor's coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner; 2. Owner's assumption of responsibility for security, operation, protection of the Work, maintenance, and utilities upon Owner's use or occupancy of the Work; 3. Contractor's obligations for operations and maintenance during performance and acceptance testing; 4. Contractor's access to the Site to complete punch list items; and 5. Procedures for correction of Defective Work during the 1-year correction period. 17.12 Partial Utilization A. Owner may use or occupy substantially completed parts of the Work which are specifically identified in the Contract Documents, or which OPT and Contractor agree constitutes a separately functioning and usable part of the Work prior to Substantial Completion of the Work. Owner must be able to use that part of the Work for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. Contractor and OPT are to fol low the procedures of Paragraph 17.11 for this part of the Work. B. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Article 6. 17.13 Final Inspection A. OPT is to make a final inspection upon notice from Contractor that the entire Work or portion to be accepted is complete. OAR is to notify Contractor of Work determined to be incomplete or Defective. Immediately take corrective measures to complete the Work and correct Defective Work. 17.14 Final Application for Payment A. Include adjustments to the Contract Price in the final Application for Payment for: 1. Approved Change Orders and Contract Amendments, 2. Allowances not previously adjusted by Change Order, 3. Deductions for Defective Work that has been accepted by the Owner, 4. Penalties and bonuses, 5. Deductions for liquidated damages, 6. Deduction for all final set-offs, and 7. Other adjustments if needed. B. OAR will prepare a final Change Order reflecting the approved adjustments to the Contract Price which have not been covered by previously approved Change Orders and if necessary reconcile estimate unit price quantities with actual quantities. General Conditions 007200-77 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 17.15 Final Payment A. Make final Application for Payment after completing required corrections identified during the final inspection and delivering items and documents required by the Contract Documents. Provide the following with the final Application for Payment: 1. Consent of Surety to Final Payment acknowledging unsettled disputes; and 2. Certification of Payment of Debts and Claims or Certification of Release of Liens or furnish receipts or releases in full from Subcontractors and Suppliers. B. OAR is to either recommend payment of the final Application for Payment to Owner if OPT is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled or notify the Contractor of the OPT's reasons for not recommending final payment. C. The Work is complete, subject to surviving obligations, when it is ready for final payment as established by the OAR's recommendation of payment of the final Application for Payment to Owner and the issuance of a Certificate of Final Completion. D. The Owner is to pay the amount of final payment recommended by the OAR within 30 days after receipt of the final Application for Payment and accompanying documentation from the OAR. 17.16 Waiver of Claims A. The making of final payment does not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from: 1. Unsettled Liens or claims for non-payment; 2. Defective Work appearing after final inspection; 3. Contractor's failure to comply with the Contract Documents or the terms of specified special guarantees; or 4. Contractor's continuing obligations under the Contract Documents. B. Contractor waives claims and rights against Owner by accepting final payment with the exception of those Claims made in accordance with the provisions of Article 22 and specifically noted in the Certificate of Final Completion. 17.17 Correction Period A. Promptly correct Defective Work without cost to Owner for 1 year after the date of Substantial Completion or, in the event of a latent defect, within 1 year after discovery thereof by City. B. Promptly correct damages to the Site or adjacent areas that Contractor has arranged to use through construction easements or other agreements. Promptly correct damages to Work or the work of others. Make corrections without cost to Owner. C. Owner may have the Defective Work and damages described in Paragraphs 17.17.A and 17.17.13 corrected if Contractor does not comply with the terms of OAR's instructions, or in an emergency where delay would cause serious risk of loss or damage. General Conditions 007200-78 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F D. Contractor's obligation to indemnify Owner for claims arising out of or related to the correction of Defective Work are as set forth in Paragraph 7.14. E. The correction period starts to run from the date when a specific item of equipment or system is placed in continuous beneficial use by Owner before Substantial Completion of Work if so provided in the Specifications or if accepted for beneficial use by the Owner. F. Contractor's obligations under this Paragraph 17.17 are in addition to other obligations or warranties. The provisions of this Paragraph 17.17 are not a substitute for, or a waiver of, the provisions of applicable statutes of limitation or repose. ARTICLE 18—SUSPENSION OF WORK AND TERMINATION 18.01 Owner May Suspend Work A. Owner may suspend the Work or a portion of the Work for a period of not more than 90 consecutive days, at any time and without cause, by notice to Contractor. This notice fixes the date on which Contractor is to resume Work. Contractor is entitled to adjustments in the Contract Price and Contract Times directly attributable to this suspension only if efforts are made to mitigate the cost impacts of the suspension. Meet with the Owner within 10 days of the notice of suspension to discuss specific strategies to reduce or eliminate the cost of delays. Submit a Change Proposal seeking an adjustment no later than 30 days after the date fixed for resumption of Work. 18.02 Owner May Terminate for Cause A. The occurrence of one or more of the following events constitutes a default by Contractor and justifies termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents, including failure to supply sufficient skilled workers or suitable materials or equipment; 2. Failure to adhere to the Progress Schedule; 3. Failure of the Contractor to provide a satisfactory replacement Bond or insurance in the event either is lost or canceled; 4. Failure of Contractor to maintain financial solvency to adequately complete the Project as indicated by one or more of the following: a. A petition of bankruptcy is filed by or against Contractor, b. Contractor is adjudged as bankrupt or insolvent, c. Contractor or surety makes a general assignment for the benefit of creditors, d. A receiver is appointed for the benefit of Contractor's creditors, or e. A receiver is appointed on account of Contractor's insolvency; 5. Contractor's disregard of Laws or Regulations of public bodies having jurisdiction; 6. Contractor's repeated disregard of the authority of OPT; 7. Contractor's failure to prosecute the work with diligence; or General Conditions 007200-79 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 8. Contractor's other material breach of the contract. B. Contractor and surety must provide adequate assurance of future performance in accordance with the Contract Documents that is satisfactory to Owner if Contractor is believed to be in financial distress due to the existence of one or more of the indicators listed in Paragraph 18.02.A.4. Owner may terminate Contractor's performance under this Contract if Contractor and surety fail to provide adequate documentation satisfactory to Owner within 10 days of OAR's request for this information. C. Owner may declare Contractor to be in default, give notice to Contractor and surety that Contractor's performance under the Contract is terminated, and enforce the rights available to Owner under the Performance Bond after giving Contractor and surety 10 days' notice that one or more of the events identified in Paragraph 18.02.A has occurred. D. Owner may exclude Contractor from the Site, take possession of the Work, incorporate the materials and equipment stored and complete the Work as Owner may deem expedient if Owner has terminated Contractor's performance under the Contract for cause. E. Owner may elect not to proceed with termination of Contractor's performance under the Contract under this Paragraph 18.02 if Contractor begins to cure the cause for termination within 7 days of receipt of notice of intent to terminate. F. Contractor is not entitled to receive further payments until the Work is completed if Owner proceeds as provided in this Paragraph 18.02. The amount of the Contract Price remaining is to be paid to the Contractor if the unpaid balance exceeds the cost to complete the Work. The cost to complete the Work may include related claims, costs, losses, damages, and the fees and charges of engineers, architects, attorneys, and other professionals retained by Owner. Pay the difference to Owner if the cost to complete the Work including related claims, costs, losses, and damages exceeds the unpaid balance of the Contract Price. Owner is not required to obtain the lowest price for the Work performed when exercising its rights or remedies under this paragraph. G. Termination of Contractor's performance does not affect the rights or remedies of Owner against Contractor or against surety under the Payment Bond or Performance Bond. Owner does not release Contractor from liability by paying or retaining money due Contractor. H. In the event the Owner terminates the contract for cause, and it is later determined that cause for termination was lacking, the termination will be deemed a termination without cause under Paragraph 18.03. 18.03 Owner May Terminate For Convenience A. Owner may terminate the Contract without cause after giving 7 days' notice to Contractor of the effective date of termination. Contractor is to be paid for the following if Owner terminates for convenience: 1. Work completed in accordance with the Contract Documents prior to the effective date of termination; 2. Actual costs sustained prior to the effective date of termination for Work in progress, plus a fee calculated in accordance with Paragraph 15.05; and 3. Reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. General Conditions 007200-80 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. No payment is payable to Contractor for loss of anticipated overhead, profits or revenue, or other economic loss arising out of or resulting from this termination. ARTICLE 19— PROJECT MANAGEMENT 19.01 Work Included A. Furnish resources required to complete the Project with an acceptable standard of quality within the Contract Times. B. Construct Project in accordance with current safety practices. C. Manage Site to allow access to Site and control construction operations. D. Construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. E. Provide temporary controls for pollutions, management of water and management of excess earth. 19.02 Quality Assurance A. Employ competent workmen,skilled in the occupation for which they are employed. Provide Work meeting quality requirements of the Contract Documents. B. Remove Defective Work from the Site immediately unless provisions have been made and approved by the OPT to allow repair of the product at the Site. Clearly mark Work as Defective until it is removed or allowable repairs have been completed. 19.03 Document Submittal A. Provide documents in accordance with Article 24. 1. Provide copies of Supplier's printed storage instructions prior to furnishing materials or products and installation instructions prior to beginning the installation. 2. Incorporate field notes,sketches, recordings,and computations made by the Contractor in Record Data. 19.04 Required Permits A. Obtain building permits for the Project from the local authorities having jurisdiction. Pay building permit fees and include this cost in the Contract Price. B. Obtain environmental permits required for construction at the Site. C. Provide required permits for transporting heavy or oversized loads. D. Provide other permits required to conduct any part of the Work. E. Arrange for inspections and certification by agencies having jurisdiction over the Work. F. Make arrangements with private utility companies and pay for fees associated with obtaining services, or for inspection fees. G. Retain copies of permits and licenses at the Site and observe and comply with all regulations and conditions of the permit or license. General Conditions 007200-81 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 19.05 Safety Requirements A. Manage safety to protect the safety and welfare of persons at the Site. B. Provide safe access to move through the Site. Provide protective devices to warn and protect from hazards at the Site. C. Provide safe access for those performing tests and inspections. D. Comply with latest provisions of the Occupational Health and Safety Administration and other Laws and Regulation. E. Cooperate with accident investigations. Provide two copies of all reports, including insurance company reports, prepared concerning accidents, injury, or death related to the Project to the OAR as Record Data per Article 26. 19.06 Access to the Site A. Maintain access to the facilities at all times. Do not obstruct roads, pedestrian walks, or access to the various buildings, structures, stairways, or entrances. Provide safe access for normal operations during construction. B. Provide adequate and safe access for inspections. Leave ladders, bridges, scaffolding, and protective equipment in place until inspections have been completed. Construct additional safe access if required for inspections. C. Use roadways for construction traffic only with written approval of the appropriate representatives of each entity. Obtain written approval to use roads to deliver heavy or oversized loads to the Site. Furnish copies of the written approvals to the Owner as Record Data per Article 26. 19.07 Contractor's Use of Site A. Limit the use of Site for Work and storage to those areas designated on the Drawings or approved by the OAR. Coordinate the use of the premises with the OAR. B. Provide security at the Site as necessary to protect against vandalism and loss by theft. C. Do not permit alcoholic beverages or illegal substances on the Site. Do not allow persons under the influence of alcoholic beverages or illegal substances to enter or remain on the Site at any time. Persons on Site under the influence of alcoholic beverages or illegal substances will be permanently prohibited from returning to the Site. Criminal or civil penalties may also apply. D. Park construction equipment in designated areas only and provide spill control measures. E. Park employees' vehicles in designated areas only. F. Obtain written permission of the Owner before entering privately-owned land outside of the Owner's property, rights-of-way, or easements. G. Do not allow the use of audio devices, obnoxious, vulgar or abusive language, or sexual harassment in any form. These actions will cause immediate and permanent removal of the offender from the premises. Criminal or civil penalties may apply. General Conditions 007200-82 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F H. Require Workers to wear clothing that is inoffensive and meets safety requirements. Do not allow sleeveless shirts, shorts, exceedingly torn, ripped, or soiled clothing to be worn on the Project. I. Do not allow firearms or weapons of any sort to be brought on to the Site under any conditions. No exception is to be made for persons with concealed handgun permits. Remove any firearms or weapons and the person possessing these firearms or weapons immediately from the Site. 19.08 Protection of Existing Structures and Utilities A. Examine the Site and review the available information concerning the Site. Locate utilities, streets, driveways, fences, drainage structures, sidewalks, curbs, and gutters. Verify the elevations of the structures adjacent to excavations. Report any discrepancies from information in the Contract Documents to the OAR before beginning construction. B. Determine if existing structures, poles, piping, or other utilities at excavations will require relocation or replacement. Prepare a Plan of Action and coordinate Work with local utility companies and others for the relocation or replacement. C. Protect buildings, utilities, street surfaces, driveways, sidewalks, curb and gutter, fences, wells, drainage structures, piping, valves, manholes, electrical conduits, and other systems or structures unless they are shown to be replaced or relocated on the Drawings. Restore damaged items to the satisfaction of the OPT and utility owner. D. Carefully support and protect all structures and/or utilities so that there will be no failure or settlement where excavation or demolition endangers adjacent structures and utilities. Do not take existing utilities out of service unless required by the Contract Documents or approved by the OAR. Notify and cooperate with the utility owner if it is necessary to move services, poles,guy wires, pipelines, or other obstructions. E. Protect existing trees and landscaping at the Site. 1. Identify trees that may be removed during construction with OPT. 2. Mark trees to be removed with paint. 3. Protect trees to remain from damage by wrapping trunks with 2 x 4 timbers around the perimeter, securely wired in place, where machinery must operate around existing trees. Protect branches and limbs from damage by equipment. 4. Protect root zone from compaction. 19.09 Pre-Construction Exploratory Excavations A. Excavate and expose existing pipelines that cross within 20 feet of Project pipelines prior to any Work. Survey the line to determine its exact vertical and horizontal location at each point the existing pipeline may potentially conflict with the Work. B. Excavate and expose existing parallel pipelines at 300 feet intervals (maximum) for existing pipelines which are within 10 feet of Project pipelines. Survey the line to determine its exact vertical and horizontal location at each point where the line is excavated and exposed. General Conditions 007200-83 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. Prepare a Plan of Action indicating the owner of pipelines excavated and surveyed and all pertinent survey data, including the station where lines cross or conflicts may exist and the distance to the pavement centerline and elevations of the top of existing pipelines. D. Do not perform Work on the Project until all exploratory excavations have been completed and the Plan of Action has been approved by the OAR. E. Unless specifically indicated otherwise in the Bid Form, no separate payment will be made for pre-construction exploratory excavations. Include the cost for pre-construction exploratory excavations in the unit price for the pipe construction or other applicable feature. When necessary, pavement repairs associated with exploratory excavations that are beyond the limits of the new pavement will be paid for at the unit prices for pavement repair when an item is included in the Bid Form. When an item for pavement repair is not included in the Bid Form, the cost should be included in the unit price for the pipe construction or other applicable feature. 19.10 Disruption of Services/Continued Operations A. Existing facilities are to continue in service as usual during the construction unless noted otherwise. Owner of utilities must be able to operate and maintain the facilities. Keep disruptions to existing utilities, piping, process piping, or electrical services to a minimum. 1. Do not restrict access to critical valves or operators. 2. Limit operations to the minimum amount of space needed to complete the specified Work. 3. Maintain storm sewers and sanitary sewers in service at all times. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not restricted. B. Provide a Plan of Action if facilities must be taken out of operation. 19.11 Field Measurements A. Perform complete field measurements prior to purchasing products or beginning construction for products required to fit existing conditions. B. Verify property lines, control lines,grades, and levels indicated on the Drawings. C. Check Shop Drawings and indicate the actual dimensions available where products are to be installed. D. Include field measurements in Record Data as required in Article 26. 19.12 Reference Data and Control Points A. The OPT will provide the following control points: 1. Base line or grid reference points for horizontal control. 2. Benchmarks for vertical control. B. Locate and protect control points prior to starting the Work and preserve permanent reference points during construction. Designated control points may be on an existing structure or monument. Do not change or relocate points without prior approval of the OAR. General Conditions 007200-84 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Notify OAR when the reference point is lost, destroyed, or requires relocation. Replace Project control points on the basis of the original survey. C. Provide complete engineering layout of the Work needed for construction. 1. Provide competent personnel. Provide equipment including accurate surveying instruments, stakes, platforms,tools, and materials. 2. Provide surveying with accuracy meeting the requirements established for Category 5 Construction Surveying as established in the Manual of Practice of Land Surveying in Texas published by the Texas Society of Professional Surveyors, latest revision. 3. Record Data and measurements per standards. 19.13 Delivery and Storage A. Deliver products and materials to the Site in time to prevent delays in construction. B. Deliver packaged products to Site in original undamaged containers with identifying labels attached. Open cartons as necessary to check for damage and to verify invoices. Reseal cartons and store properly until used. Leave products in packages or other containers until installed. C. Assume full responsibility for the protection and safekeeping of products stored at the Site. D. Store products at locations acceptable to the OAR and to allow Owner access to maintain and operate existing facilities. E. Store products in accordance with the Supplier's storage instructions immediately upon delivery. Leave seals and labels intact. F. Provide additional storage areas as needed for construction. Store products subject to damage by elements in substantial weather-tight enclosures or storage sheds. Provide and maintain storage sheds as required for the protection of products. Provide temperature, humidity control, and ventilation within the ranges stated in the Supplier's instructions. Remove storage facilities at the completion of the Project. G. Protect the pipe interior. Keep all foreign materials such as dirt, debris, animals, or other objects out of the pipe during the Work. Cap or plug ends of installed pipe in an approved manner when pipe is not being installed. Clean or wash out pipe sections that become contaminated before continuing with installation. Take precautions to prevent the pipe from floating or moving out of the proper position during or after laying operations. Immediately correct any pipe that moves from its correct position. H. Provide adequate exterior storage for products that may be stored out-of-doors. 1. Provide substantial platforms, blocking, or skids to support materials and products above ground which has been sloped to provide drainage. Protect products from soiling or staining. 2. Cover products subject to discoloration or deterioration from exposure to the elements, with impervious sheet materials. Provide ventilation to prevent condensation below covering. 3. Store loose, granular materials on clean, solid surfaces, or on rigid sheet materials, to prevent mixing with foreign matter. General Conditions 007200-85 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. Provide surface drainage to prevent erosion and ponding of water. 5. Prevent mixing of refuse or chemically injurious materials or liquids with stored materials. 6. Pipes and conduits stored outdoors are to have open ends sealed to prevent the entrance of dirt, moisture, and other injurious materials. Protect PVC pipe from ultraviolet light exposure. 7. Store light weight products to prevent wind damage. I. Maintain storage facilities. Inspect stored products on a weekly basis and after periods of severe weather to verify that: 1. Storage facilities continue to meet specified requirements; 2. Supplier's required environmental conditions are continually maintained; and 3. Products that can be damaged by exposure to the elements are not adversely affected. J. Replace any stored item damaged by inadequate protection or environmental controls. K. Payment may be withheld for any products not properly stored. 19.14 Cleaning During Construction A. Provide positive methods to minimize raising dust from construction operations and provide positive means to prevent air-borne dust from disbursing into the atmosphere. Control dust and dirt from demolition, cutting, and patching operations. B. Clean the Project as Work progresses and dispose of waste materials, keeping the Site free from accumulations of waste or rubbish. Provide containers on Site for waste collection. Do not allow waste materials or debris to blow around or off of the Site. Control dust from waste materials. Transport waste materials with as few handlings as possible. C. Comply with Laws and Regulations. Do not burn or bury waste materials. Remove waste materials, rubbish and debris from the Site and legally dispose of these at public or private disposal facilities. D. Provide a final cleaning to thoroughly clean the entire Site and make ready for acceptance. 1. Remove construction debris, boxes, and trash from the Site. 2. Remove construction storage sheds and field offices. 3. Restore grade to match surrounding condition and remove excess dirt. 4. Sweep all drives and parking lots clean of dirt and debris. Use water trucks or hose down paved site to like new appearance. 19.15 Maintenance of Roads, Driveways, and Access A. Maintain roads and streets in a manner that is suitable for safe operations of public vehicles during all phases of construction unless the Owner approves a street closing. Do not close public roads overnight. B. Submit a Notification by Contractor for Owner's approval of a street closing. The request shall state: General Conditions 007200-86 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. The reason for closing the street. 2. How long the street will remain closed. 3. Procedures to be taken to maintain the flow of traffic. C. Construct temporary detours, including by-pass roads around construction,with adequately clear width to maintain the free flow of traffic at all times. Maintain barricades, signs, and safety features around the detour and excavations. Maintain barricades, signs, and safety features around the Work in accordance with all provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). D. Assume responsibility for any damage resulting from construction along roads or drives. 19.16 Area Access and Traffic Control A. Provide traffic control measures to assure a safe condition and to provide a minimum of inconvenience to motorists and the public. Provide all-weather access to all residents and businesses at all times during construction. Provide temporary driveways and/or roads of approved material during wet weather. Maintain a stockpile of suitable material on the Site to meet the demands of inclement weather. B. Schedule operations to minimize adverse impact on the accessibility of adjoining properties. Sequence construction to build driveways in half widths, construct temporary ramps, or any other measure required to maintain access to adjoining properties. C. Comply with the Owner's Uniform Barricading Standards and Practices. Copies of this document are available through the Owner's Traffic Engineering Department. Secure required permits from the Owner's Traffic Engineering Department. 19.17 Overhead Electrical Wires A. Comply with OSHA safety requirements regarding construction equipment working beneath overhead electrical wires. Prevent and pay for repairs for damage to existing overhead electrical wires or facilities. B. Provide for adequate safety with regard to overhead lines whether overhead lines are or are not shown in the Contract Documents. 19.18 Blasting A. Blasting is not allowed for any purpose. 19.19 Archeological Requirements A. Cease operations immediately and contact the Owner for instructions if historical or archaeological artifacts are found during construction. B. Conduct all construction activities to avoid adverse impact on the Sites where significant historical or archaeological artifacts are found or identified as an area where other artifacts could be found. 1. Obtain details for Working in these areas. 2. Maintain confidentiality regarding the Site. General Conditions 007200-87 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Adhere to the requirements of the Texas Historical Commission. 4. Notify the OAR and the Texas Historical Commission. C. Do not disturb archaeological sites. 1. Obtain the services of a qualified archaeological specialist to instruct construction personnel on how to identify and protect archaeological finds on an emergency basis. 2. Coordinate activities to permit archaeological work to take place within the area. a. Attempt to archaeologically clear areas needed for construction as soon as possible. b. Provide a determination of priority for such areas. D. Assume responsibility for any unauthorized destruction that might result to such Sites by construction personnel, and pay all penalties assessed by the State or Federal agencies for non-compliance with these requirements. E. Contract Times will be modified to compensate for delays caused by such archaeological finds. No additional compensation will be paid for delays. 19.20 Endangered Species Resources A. Do not perform any activity that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. B. Cease Work immediately in the area of the encounter and notify the OAR if a threatened or endangered species is encountered during construction. OPT will implement actions in accordance with the ESA and applicable State statutes. Resume construction in the area of the encounter when authorized to do so by the OAR. 19.21 Cooperation with Public Agencies A. Cooperate with all public and private agencies with facilities operating within the limits of the Project. B. Provide a 48-hour notice to any applicable agency when work is anticipated to proceed in the vicinity of any facility by using Texas 811 at 811 and the Lone Star Notification Company at 1-800-669-8344. ARTICLE 20—PROJECT COORDINATION 20.01 Work Included A. Administer Contract requirements to construct the Project. Provide documentation per the requirements of this Section. Provide information as requested by the OPT. 20.02 Document Submittal A. Provide documents in accordance with Article 24. General Conditions 007200-88 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Use the forms provided for Contract administration, applications for payment, document submittals, documentation of test results, equipment installation and documentation, and Project closeout. A digital copy of the required forms will be provided to the Contractor before or at the pre-construction conference. 20.03 Communication During Project A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The OAR will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. C. The OAR will normally communicate only with the Contractor. Any required communication with Subcontractors or Suppliers will only be with the direct involvement of the Contractor. D. Direct written communications to the OAR at the address indicated at the pre-construction conference. Include the following with communications as a minimum: 1. Name of the Owner. 2. Project name. 3. Contract title. 4. Project number. 5. Date. 6. A reference statement. 20.04 Project Meetings A. Pre-Construction Conference: 1. Attend a pre-construction conference. 2. The location of the conference will be determined by the OAR. 3. The time of the meeting will be determined by the OAR but will be after the Notice of Award is issued and not later than 15 days after the Notice to Proceed is issued. 4. The OPT, Contractor's project manager and superintendent, representatives of utility companies, and representatives from major Subcontractors and Suppliers may attend the conference. 5. Provide and be prepared to discuss: a. Preliminary construction schedule per Article 27. b. Schedule of Values and anticipated Schedule of Payments per Article 17. C. List of Subcontractors and Suppliers. General Conditions 007200-89 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F d. Contractor's organizational chart as it relates to this Project. e. Letter indicating the agents of authority for the Contractor and the limit of that authority with respect to the execution of legal documents,Contract Modifications, and payment requests. B. Progress Meetings: 1. Attend meetings with the OAR and Owner. a. Meet on a monthly basis or as requested by the OAR to discuss the Project. b. Meet at the Site or other location as designated by the OAR. c. Contractor's superintendent and other key personnel are to attend the meeting. Other individuals may be requested to attend to discuss specific matters. d. Notify the OAR of any specific items to be discussed a minimum of 1 week prior to the meeting. 2. Provide information as requested by the OAR or Owner concerning this Project. Prepare to discuss: a. Status of overall Project schedule. b. Contractor's detailed schedule for the next month. c. Anticipated delivery dates for equipment. d. Coordination with the Owner. e. Status of documents. f. Information or clarification of the Contract Documents. g. Claims and proposed Modifications to the Contract. h. Field observations, problems, or conflicts. i. Maintenance of quality standards. 3. OAR will prepare minutes of meetings. Review the minutes of the meeting and notify the OAR of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in the minutes of the following meeting or as an attachment to the minutes. C. Pre-Submittal and Pre-Installation Meetings: 1. Conduct pre-submittal and pre-installation meetings as required in the individual technical Specifications or as determined necessary by the OAR (for example, instrumentation, roofing, concrete mix design, etc.). 2. Set the time and location of the meetings when ready to proceed with the associated Work. Submit a Notification by Contractor in accordance with Paragraph 20.07 for the meeting 2 weeks before the meeting. OPT must approve of the proposed time and location. 3. Attend the meeting and require the participation of appropriate Subcontractors and Suppliers in the meeting. General Conditions 007200-90 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. Prepare minutes of the meeting and submit to the OPT for review. OPT will review the minutes of the meeting and notify the Contractor of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in a revised set of meeting minutes. 20.05 Requests for Information A. Submit Request for Information (RFI) to the OAR to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. OAR will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per Article 12 if the RFI indicates that a Contract Modification is required. D. Use the Project Issues Log to document decisions made at meetings and actions to be taken in accordance with Paragraph 20.06. E. Use the Action Item Log to document assignments for actions to be taken in accordance with Paragraph 20.06. 20.06 Decision and Action Item Log A. OAR will maintain a Project Decision Log to document key decisions made at meetings, telephone conversation or Site visits using the format provided: 1. Review the log prior to each regular meeting. 2. Report any discrepancies to the OAR for correction or discussion at the next monthly meeting. B. OAR will maintain an Action Item log in conjunction with the Project Decision Log to track assignments made at meetings, telephone conversation, or Site visits using the format provided: 1. Review the Action Item Log prior to each regular meeting. 2. Report actions taken subsequent to the previous progress meeting on items in the log assigned to the Contractor or through the Contractor to a Subcontractor or Supplier to the OAR. Report on status of progress 1 week prior to each progress meeting established in Paragraph 20.04 to allow OAR to update the log prior to the Progress meetings. 3. Be prepared to discuss the status at each meeting. General Conditions 007200-91 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. Decisions or action items in the log that require a change in the Contract Documents will have the preparation of a Modification as an action item if appropriate. The Contract Documents can only be changed by a Modification. 20.07 Notification By Contractor A. Notify the OAR of: 1. Need for testing. 2. Intent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility connections. 5. Required observation by OAR, Designer, or inspection agencies prior to covering Work. 6. Training. B. Provide notification a minimum of 2 weeks in advance in order to allow OPT time to respond appropriately to the notification. C. Use "Notification by Contractor"form provided. 20.08 Record Documents A. Maintain at the Site one complete set of printed Record Documents including: 1. Drawings. 2. Specifications. 3. Addenda. 4. Modifications. 5. Record Data and approved Shop Drawings. 6. Construction photographs. 7. Test Reports. 8. Clarifications and other information provided in Request for Information responses. 9. Reference standards. B. Store printed Record Documents and Samples in the Contractor's field office. 1. Record Documents are to remain separate from documents used for construction. 2. Provide files and racks for the storage of Record Documents. 3. Provide a secure storage space for the storage of Samples. 4. Maintain Record Documents in clean, dry, legible conditions, and in good order. 5. Make Record Documents and Samples available at all times for inspection by the OPT. C. Maintain a digital record of Specifications and Addenda to identify products provided in PDF format. General Conditions 007200-92 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. D. Maintain a digital record of Drawings in PDF format. 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. 3. Record information as construction is being performed. Do not conceal any Work until the required information is recorded. 4. Mark Drawings to record actual construction, including the following: a. Depths of various elements of the foundation in relation to finished first floor datum or the top of walls. b. Horizontal and vertical locations of underground utilities and appurtenances constructed and existing utilities encountered during construction. C. Location of utilities and appurtenances concealed in the Work. Refer measurements to permanent structures on the surface. Include the following equipment: 1) Piping. 2) Ductwork. 3) Equipment and control devices requiring periodic maintenance or repair. 4) Valves, unions,traps, and tanks. 5) Services entrance. 6) Feeders. 7) Outlets. d. Changes of dimension and detail. e. Changes by Modifications. f. Information in Request for Information or included in the Project Issues Log. g. Details not on the original Drawings. Include field verified dimensions and clarifications, interpretations, and additional information issued in response to RFIs. 5. Mark Drawings with the following colors: a. Highlight references to other documents, including Modifications in blue; b. Highlight mark ups for new or revised Work(lines added) in yellow; C. Highlight items deleted or not installed (lines to be removed) in red; and d. Highlight items constructed per the Contract Documents in green. General Conditions 007200-93 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6. Submit Record Documents to Designer for review and acceptance 30 days prior to Final Completion of the Project. E. Applications for Payment will not be recommended for payment if Record Documents are found to be incomplete or not in order. Final payment will not be recommended without complete Record Documents. ARTICLE 21—QUALITY MANAGEMENT 21.01 Contractor's Responsibilities A. Review the OPT's Quality Management Program and prepare and submit the Contractor's Quality Control Plan. B. Implementthe Contractor's Quality Control Plan to control the quality of the Work and verify that the Work meets the standards of quality established in the Contract Documents. 1. Inspect products to be incorporated into the Project. Ensure that Suppliers have adequate quality control systems to ensure that products that comply with the Contract Documents are provided. 2. Integrate quality control measures into construction activities to produce Work which meets quality expectations of the Contract Documents. Inspect the Work of the Contractor, Subcontractors, and Suppliers. Correct Defective Work. 3. Provide and pay for the services of an approved professional materials testing laboratory acceptable to the OPT to provide testing that demonstrates that products proposed in Shop Drawings and Record Data for the Project fully comply with the Contract Documents. 4. Provide facilities, equipment, and Samples required for quality control inspections and tests: a. Give the OAR adequate notice before proceeding with Work that would interfere with inspections or testing; b. Notify the OAR and testing laboratories prior to the time that testing is required, providing adequate lead time to allow arrangements for inspections or testing to be made; C. Do not proceed with any Work that would impact the ability to correct defects or Work that would require subsequent removal to correct defects until testing services have been performed and results of tests indicate that the Work is acceptable; d. Cooperate fully with the performance of sampling, inspection, and testing; e. Provide personnel to assist with sampling or to assist in making inspections and field tests; f. Obtain and handle Samples for testing at the Site or at the production source of the product to be tested; g. Provide adequate quantities of representative products to be tested to the laboratory at the designated locations; General Conditions 007200-94 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F h. Provide facilities required to store and cure test Samples; i. Provide calibrated scales and measuring devices for the OPT's use in performing inspections and testing; j. Provide adequate lighting to allow OPT observations; and k. Make Contract Documents available to testing agencies when requested. 5. Provide safe access for all inspection and testing activities, including those to be conducted as part of the OPT's Quality Management Program. 6. Document Defective Work through Certified Test Reports and Defective Work Notices. Document that corrective actions have been taken to correct any defects and that corrected Work is in compliance with the Contract Documents. 7. Apply quality control measures to documentation provided for the Project. 8. Implement countermeasures to prevent future Defective Work. C. Perform tests as indicated in this and other Sections of the Specifications. Technical Specifications govern if any testing and inspection requirements of this Section conflict with the testing and inspection requirements of the technical Specifications. D. All verification testing is to be observed by the OAR or designated representative. E. Send test reports to the OAR and the Designer. F. Provide an update on quality control activities at monthly progress meetings. G. Owner will withhold payment for Defective Work, or Work that has not been tested or inspected in accordance with the Contractor's Quality Control Plan,the OPT's Quality Control Program, or the Contract Documents. H. Owner will withhold payment for additional testing fees incurred due to Contractor noncompliance with OPT's Quality Control Program, including retesting fees, standby time, cancellation charges, and trip fees for retesting or cancellations. I. Work performed that is connected or adjacent to Defective Work or Work that would have to be removed to correct Defective Work is also considered to be Defective. Contractor is responsible for all cost with replacing any acceptable Work that must be removed or might be damaged by corrective actions. 21.02 Quality Management Activities by OPT A. OPT will perform its own quality assurance tests independent of the Contractor's Quality Control Program. Assist the OPT and testing organizations in performing quality assurance activities per Paragraph 21.01. B. Quality assurance testing performed by the OPT will be paid for by the Owner, except for verification testing required per Paragraph 21.07. C. Quality assurance activities of the OPT, through their own forces or through contracts with consultants and materials testing laboratories are for the purpose of monitoring the results of the Contractor's Work to see that it is in compliance with the requirements of the Contract Documents. Quality assurance activities or non-performance of quality assurance activities by the OPT do not: General Conditions 007200-95 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. Relieve the Contractor of its responsibility to provide Work or furnish products that conform with the requirements of the Contract Documents; 2. Relieve the Contractor of its responsibility for providing adequate quality control measures; 3. Relieve the Contractor of its responsibility for damage to or loss of Work or products before OPT's acceptance; 4. Constitute or imply OPT's acceptance; and 5. Affect the continuing rights of the Owner after OPT's acceptance of the completed Work. D. Work is subject to OPT's quality assurance observations or testing at any time. Products which have been tested or inspected and approved by OPT at a supply source or staging area may be inspected or tested again by the OPT before, during or after incorporation into the Work and rejected if products do not comply with the Contract Documents. 21.03 Contractor's Use of OPT's Test Reports A. OPT has prepared a Quality Management Plan that describes, in general, the OPT's anticipated quality assurance testing program for this Project. This testing program will be made available to Bidders during the bidding phase. This plan outlines only the testing in general terms and may not reflect actual testing. Actual testing will depend on the Contractors means, methods and procedures of construction which will not be known until the Contractor begins Work and submits their own Quality Control Plan for review. There is no guarantee that all testing will be performed. B. Contractor will receive copies of all test reports documenting OPT's quality assurance activities. Contractor is entitled to rely on the accuracy of these test results and use these as part of their quality control efforts. C. Contractor is to determine additional testing or inspections that may be required to implement the Contractor's Quality Control Plan. Include cost for additional testing and inspections required to meet Contractors quality control obligations, including the cost for correcting Defective Work in the Contract Price. D. Contractor may submit a Change Proposal if OPT's quality assurance testing program deviates significantly from the OPT's Quality Management Plan, and Contractor can demonstrate that additional cost was incurred to implement the Contractor's Quality Control Plan resulting from these deviations. 21.04 Documentation A. Provide documentation which includes: 1. Contractor's Quality Management Plan that establishes the methods of assuring compliance with the Contract Documents. Submit this plan as a Shop Drawings per Article 25. 2. A Statement of Qualification for any proposed testing laboratories that includes a list of the engineers and technical staff that will provide testing services on the Project, descriptions of the qualifications of these individuals, list of tests that can be performed, General Conditions 007200-96 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F equipment used with date of last certification, and a list of recent projects for which testing has been performed with references for those projects. 3. Provide Certified Test Reports for products to be incorporated into the Project. Provide reports to indicate that proposed products comply with the Contract Documents or indicate that proposed products do not comply with the Contract Documents and why it does not comply. Submit these test reports as part of a Shop Drawings submitted per Article 25. 4. Provide Certified Test Reports for inspection and testing required in this Section and in other Specification Sections. Provide reports to indicate that Work complies with the Contract Documents or indicate that Work does not comply with the Contract Documents and why it does not comply. Submit these test reports on forms provided per Article 24. 21.05 Standards A. Provide testing laboratories that comply with the American Council of Independent Laboratories (ACIL) "Recommended Requirements for Independent Laboratory Qualifications." B. Perform testing per recognized test procedures as listed in the various Sections of the Specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. 21.06 Delivery and Storage A. Handle and protect test specimens of products and construction materials at the Site in accordance with recognized test procedures. Provide facilities for storing, curing, and processing test specimens as required by test standard to maintain the integrity of Samples. 21.07 Verification Testing for Corrected Defects A. Provide verification testing on Work performed to correct Defective Work to demonstrate that the Work is now in compliance with the Contract Documents. Document that Defective Work has been corrected and verify that the OAR closes the item in the Defective Work Register. B. Pay for verification testing. OPT may perform verification testing as part of their Quality Management Program and impose a Set-off to recover the cost for this testing. C. Conduct the same tests or inspections used to determine that the original Work was Defective. Different tests or methods may be used if approved by the OPT. 21.08 Test Reports A. Certified Test Reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms if acceptable to the OPT. These reports must include the following: a. Name of the Owner, Project title and number and Contractor; General Conditions 007200-97 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F b. Name of the laboratory, address, and telephone number; C. Name and signature of the laboratory personnel performing the test; d. Description of the product being sampled or tested; e. Date and time of sampling, inspection, and testing; f. Date the report was issued; g. Description of the test performed; h. Weather conditions and temperature at time of test or sampling; i. Location at the Site or structure where the sample was taken; j. Standard or test procedure used in making the test; k. A description of the results of the test; I. Statement of compliance or non-compliance with the Contract Documents; and m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor, Subcontractors or Suppliers on the forms provided by the OAR. 3. OPT will prepare test reports on test performed by the OPT. B. Send test report to Designer within 24 hours of completing the test. Flag tests reports with results that do not comply with Contract Documents for immediate attention. C. Payment for Work may be withheld until test reports indicate that the Work is not Defective. 21.09 Defective Work A. Immediately correct any Defective Work or notify the OAR why the Work is not to be corrected immediately and when corrective action will be completed. B. No payment will be made for Defective Work. Remove Work from the Application for Payment if Work paid for on a previous Application for Payment is found to be Defective. 21.10 Limitation of Authority of Testing Laboratory A. The testing laboratory representatives are limited to providing testing services and interpreting the results of the test performed. B. The testing laboratory is not authorized to: 1. Alter the requirements of the Contract Documents; 2. Accept or reject any portion of the Work; 3. Perform any of the duties of the Contractor; or 4. Direct or stop the Work. 21.11 Quality Control Plan A. Submit the Contractor's Quality Control Plan for approval as a Shop Drawing per Article 25. Use Contractor's Quality Control Plan Checklist provided to review the document before General Conditions 007200-98 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F submitting and include a copy of the completed checklist with the Contractor's Quality Control Plan. Do not begin Work until the Contractor's Quality Control Plan is approved. Submit an interim plan covering only the portion of Work to be performed if the Contractor plans to begin Work prior to submitting the Contractor's Quality Control Plan for the Project. Do not begin Work on other parts of the Project until the Contractor's Quality Control Plan is approved or another interim plan covering the additional Work to be started is approved. B. Provide a Contractor's Quality Control Plan that incorporates construction operations at both the Site and production Work at remote locations and includes Work by Subcontractors and Suppliers. The Contractor's Quality Control Plan is to include: 1. A description of the quality control organization, including an organization chart showing lines of authority to control the quality of Work; 2. Documentation describing name, qualifications (in resume format), duties, responsibilities, and level of authority of the Quality Control Manager; 3. The name, qualifications (in resume format), duties, responsibilities, and authorities of other persons assigned a quality control function; 4. Procedures for scheduling, reviewing, certifying, and managing documentation, including documentation provided by Subcontractors and Suppliers; 5. Control,verification, and acceptance testing procedures for each specific test. Include: a. Name of tests to be performed, b. Specification paragraph requiring test, C. Parameters of Work to be tested, d. Test frequency, e. Persons responsible for each test, and f. Applicable industry testing standards and laboratory facilities to be used for the test; 6. Integrate the OPT quality assurance testing into the Contractor's Quality Control Plan, specifically identifying the tests or inspections in Paragraph 21.11.13.5 that will be provided by the OPT as part of their Quality Management Program; 7. Procedures for tracking and documenting quality management efforts. 8. Procedures for tracking Defective Work from initial identification through acceptable corrective action. Indicate how documentation of the verification process for deficiencies will be made. 9. Reporting procedures which incorporate the use of forms provided by the OAR. 10. The name of the proposed testing laboratories along with documentation of qualifications per Paragraph 21.04. C. The Quality Control Manager must have authority to reject Defective Work and redirect the efforts of the Contractor's Team to prevent or correct Defective Work. D. Notify the Designer of any changes to the Contractor's Quality Control Plan or quality control personnel. General Conditions 007200-99 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Meet with the OPT 7 days after Contractor's Quality Control Plan is submitted and before start of construction to discuss the Contractor's Quality Control Plan and expedite its approval. 21.12 Implement Contractor's Quality Control Plan A. Perform quality control observations and testing as required in each Section of the Specifications and where indicated on the Drawings. B. Include the following phases for each definable Work task. A definable Work task is one which is separate and distinct from other tasks, has separate control requirements, may be provided by different trades or disciplines, or may be Work by the same trade in a different environment. 1. Planning Phase: Perform the following before beginning each definable Work task: a. Review the Contract Drawings. b. Review documents and determine that they are complete in accordance with the Contract Documents. c. Check to assure that all materials and/or equipment have been tested, submitted, and approved. d. Examine the work area to assure that all required preliminary Work has been completed and complies with the Contract Documents. e. Examine required materials, equipment, and Sample Work to assure that they are on hand, conform to Shop Drawings and Record Data, and are properly stored. f. Review requirements for quality control inspection and testing. g. Discuss procedures for controlling quality of the Work. Document construction tolerances and workmanship standards for the Work task. h. Check that the portion of the plan for the Work to be performed incorporates document review comments. i. Discuss results of planning phase with the OAR. Conduct a meeting attended by the Quality Control Manager, the OAR, superintendent, other quality control personnel as applicable, and the foreman responsible for the Work task. Instruct applicable workers as to the acceptable level of workmanship required in order to meet the requirements of the Contract Documents. Document the results of the preparatory phase actions by separate meeting minutes prepared by the Quality Control Manager and attached to the quality control report. j. Do not move to the next phase unless results of investigations required for the planning phase indicate that requirements have been met. 2. Work Phase: Complete this phase after the Planning Phase: a. Notify the OAR at least 24 hours in advance of beginning the Work and discuss the review of the planning effort to indicate that requirements have been met. b. Check the Work to ensure that it is in full compliance with the Contract Documents. General Conditions 007200- 100 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F c. Verify adequacy of controls to ensure full compliance with Contract Documents. Verify required control inspection and testing is performed. d. Verify that established levels of workmanship meet acceptable workmanship standards. Compare with required Sample panels as appropriate. e. Repeat the Work phase for each new crew to work on-site, or any time acceptable specified quality standards are not being met. 3. Follow-up Phase: Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements: a. Make checks daily and record observations in the quality control documentation. b. Conduct follow-up checks and correct all deficiencies prior to the start of additional Work tasks that may be affected by the Defective Work. Do not build upon nor conceal Defective Work. c. Conduct a review of the Work with the OPT one month prior to the expiration of the correction period. Correct defects as noted during the review. C. Conduct additional planning and Work phases if: 1. The quality of on-going Work is unacceptable; 2. Changes are made in applicable quality control staff, on-site production supervision or crews; 3. Work on a task is resumed after a substantial period of inactivity; or 4. Other quality problems develop. ARTICLE 22—FINAL RESOLUTION OF DISPUTES 22.01 Senior Level Negotiations A. Each party is required to continue to perform its obligations under the Contract pending the final resolution of any dispute arising out of or relating to the Contract, unless it would be impossible or impracticable under the circumstances then present. B. All negotiations pursuant to Article 22 are confidential and shall be treated as compromise and settlement negotiations for purposes of applicable rules of evidence. C. Before invoking mediation, Owner and Contractor agree that they first shall try to resolve any dispute arising out of or related to this Contract through discussions directly between those senior management representatives within their respective organizations who have overall managerial responsibility for similar projects. Both Owner and Contractor agree that this step shall be a condition precedent to use of any other alternative dispute resolution process. If the parties' senior management representatives cannot resolve the dispute within 45 calendar days after a party delivers a written notice of such dispute to the other, then the parties shall proceed with mediation. 22.02 Mediation A. In the event that Owner and/or Contractor contend that the other has committed a material breach of the Contract or the parties cannot reach a resolution of a claim or dispute pursuant General Conditions 007200- 101 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F to Article 13, as a condition precedent to filing a lawsuit, either party shall request mediation of the dispute with the following requirements: 1. The request for mediation shall be in writing and shall request that the mediation commence not less than 30 calendar days or more than 90 calendar days following the date of the request, except upon agreement of the parties. 2. In the event Owner and Contractor are unable to agree to a date for the mediation or to the identity of the mediator within 30 calendar days following the date of the request for mediation, all conditions precedent shall be deemed to have occurred. 3. Owner and Contractor are to each pay one-half of the mediator's fees and costs.Venue for any mediation or lawsuit filed under this Contract shall be in Nueces County,Texas. Any agreement reached in mediation shall be enforceable as a settlement in any court having jurisdiction thereof. 4. Nothing in this Contract shall be construed as consent to a lawsuit. No provision of the Contract shall waive any immunity or defense. ARTICLE 23—MINORITY/MBE/DBE PARTICIPATION POLICY 23.01 Policy A. It is the policy of the City of Corpus Christi that maximum opportunity is afforded minorities, women, low income persons and Minority/Disadvantaged Business Enterprises (M/DBE) to participate in the performance of contracts awarded by the City of Corpus Christi in support of Equal Employment Opportunity goals and objectives. In accordance with such policy, the City has established goals, as stated herein, both for minority and female participation by trade and for Minority Business Enterprise. 23.02 Definitions A. Prime Contractor: Any person, firm, partnership, corporation, association, or joint venture as herein provided which has been awarded a City contract. B. Subcontractor: Any named person, firm, partnership, corporation, association, or joint venture herein identified as providing work, labor, services, supplies, equipment, materials, or any combination of the foregoing under contract with a prime contractor on a City contract. C. Minority/Disadvantaged Business Enterprise: A business enterprise that is owned and controlled by one or more minority person(s) or socially and economically disadvantaged individual(s). Minority/Disadvantaged person(s) must collectively own, operate and/or actively manage, and share in payments from such an enterprise in the manner hereinafter set forth: 1. Owned: a. For a sole proprietorship to be deemed a minority business enterprise, it must be owned by a minority person. b. For an enterprise doing business as a partnership, at least 51 percent of the assets or interest in the partnership property must be owned by one or more minority person(s). General Conditions 007200- 102 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. For an enterprise doing business as a corporation, at least 51 percent of the assets or interest in the corporate shares must be owned by one or more minority person(s). 2. Controlled: a. The primary power, direct or indirect,to manage a business enterprise rests with a minority person(s). 3. Share in Payments: a. Minority partners, proprietors, or stockholders of the business enterprise must be entitled to receive 51 percent or more of the total profits, bonuses, dividends, interest payments, commissions, consulting fees, rents, procurement, and subcontract payments, and any other monetary distribution paid by the business enterprise. D. Minority: Minority persons include Blacks, Mexican-Americans and other persons of Hispanic origin, American Indians, Alaskan Natives, and Asians or Pacific Islanders. For the purposes of this policy, women are also considered as minorities. E. Socially and economically disadvantaged individual: Any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who has been subjected to racial or ethnic prejudice or cultural bias within American society because of his or her identity as a member of a group and without regard to his or her individual qualities.The social disadvantage must stem from circumstances beyond the individual's control. F. Female Owned Business Enterprise: A sole proprietorship that is owned and controlled by a woman,a partnership at least 51 percent of whose assets or partnership interests are owned by one or more women, or a corporation at least 51 percent of whose assets or interests in the corporate shares are owned by one or more women. G. Joint Venture: A joint venture means an association of two or more persons, partnerships, corporations, or any combination thereof, founded to carry on a single business activity which is limited in scope and direction. The degree to which a joint venture may satisfy the stated MBE goal cannot exceed the proportionate interest of the MBE as a member of the joint venture in the Work to be performed by the joint venture. For example, a joint venture which is to perform 50 percent of the Work itself and in which a minority joint venture partner has a 50 percent interest, shall be deemed equivalent to having minority participation in 25 percent of the Work. Minority members of the joint venture must have financial, managerial, or technical skills in the Work to be performed by the joint venture. 23.03 Goals A. The goals for participation by minorities and Minority Business Enterprises expressed in percentage terms for the Contractor's aggregate work force on all construction Work for the Contract award shall be 1. Minority participation goal is 45%. 2. Minority Business Enterprise participation goal is 15%. B. These goals are applicable to all the construction work (regardless of federal participation) performed in the Contract, including approved Change Orders. The hours of minority General Conditions 007200- 103 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F employment must be substantially uniform throughout the length of the Contract and in each trade. The transfer of minority employees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's percentage is prohibited. 23.04 Compliance A. Upon completion of the Project, a final breakdown of MBE participation, substantiated by copies of paid invoices, shall be submitted by the Contractor to the City Engineer. B. Make bi-weekly payroll submittals to the City Engineer. The Contractor is to indicate the percent of minority and female participation, by trade, which has been utilized on the Project. Along with the request for final payment on the Project,the Contractor will indicate, in writing, the overall participation in these areas which have been achieved. The City Engineer may withhold monthly or final payments to the Contractor for failure to submit bi- weekly payrolls in a timely fashion or to submit overall participation information as required. ARTICLE 24—DOCUMENT MANAGEMENT 24.01 Work Included A. Submit documentation as required by the Contract Documents and as reasonably requested by the OPT. 24.02 Quality Assurance A. Submit legible, accurate, complete documents presented in a clear, easily understood manner. Documents not meeting these criteria will be returned without review. 24.03 Contractor's Responsibilities A. Review documents prior to submitting. Make certifications as required by the Contract Documents and as indicated on forms provided. B. Provide a Schedule of Documents to list the documents that are to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that documents must be returned to comply with the Project schedule. Use the form provided for this list. C. Incorporate the dates for processing documents into the Progress Schedule required by Article 27. 1. Provide documents in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of documents when preparing the Progress Schedule. Assume a 14 day review cycle for each document unless a longer period of time is indicated in the Contract Documents or agreed to by Designer and Contractor. 3. Schedule submittal of documents to provide all information for interrelated Work at one time. 4. Allow adequate time for processing documents so construction of the Project is not delayed. General Conditions 007200- 104 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 24.04 Document Submittal A. Submit documents through the Designer. Send all documents in digital format for processing. 1. Provide all information requested with a completed Document Transmittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. 2. The Document Transmittal form is to be the first page in the document submitted. 3. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the document. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 24.05 Document Numbering A. Assign a number to the documents originated to allow tracking of the documents during the review process. 1. Assign the number consisting of a prefix, a sequence number, and a letter suffix. Prefixes shall be as follows: Prefix Description Originator AP Application for Payment Contractor CO Change Order OAR CP Change Proposal Contractor CTR Certified Test Report Contractor FO Field Order OAR NBC Notification by Contractor Contractor PD Photographic Documentation Contractor General Conditions 007200- 105 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Prefix Description Originator RCP Request for a Change Proposal OAR RD Record Data Contractor RFI Request for Information Contractor SD Shop Drawing Contractor SCH Schedule of Progress Contractor 2. Issue sequence numbers in chronological order for each type of document. 3. Issue numbers for resubmittals that have the same number as the original document followed by an alphabetical suffix indicating the number of times the same document has been sent to the Designer for processing. For example: SD 025 A represents Shop Drawing number 25 and the letter "A" designates that this is the second time this document has been sent for review. 4. Clearly note the document number on each page or sheet of the document. 5. Correct assignment of numbers is essential since different document types are processed in different ways. B. Include reference to the Drawing number and/or Specification Section, detail designation, schedule, or location that corresponds with the data on the document transmittal forms. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. 24.06 Document Requirements A. Furnish documents as indicated below or in individual Specification Sections. Submit documents per the procedures described in the Contract Documents. B. Submit documents per the Specification Section shown in the following table: Document Type Section Application for Payment Article 17 Change Proposal Article 12 Certified Test Report Article 25 for approval of product Article 21 to demonstrate compliance Notification by Contractor Article 20 Photographic Documentation Article 28 Progress Schedules Article 27 Record Data Article 26 Request for Information Article 20 Shop Drawing Article 25 Schedule of Values Article 17 Substitutions Article 12 General Conditions 007200- 106 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Document Type Section Suppliers and Subcontractors Articles 20 and 26 ARTICLE 25—SHOP DRAWINGS 25.01 Work Included A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Shop Drawings, Samples, or mockups. Contract modifications can only be approved by Change Order or Field Order. 25.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Shop Drawings not meeting these criteria will be rejected. B. Demonstrate that the proposed products are in full and complete compliance with the design criteria and requirements of the Contract Documents or will be if deviations requested per Paragraph 25.10 are approved. C. Furnish and install products that fully comply with the information included in the document submittal. 25.03 Contractor's Responsibilities A. Provide Shop Drawings as required by Paragraph 25.03 of the Supplementary Conditions. B. Include Shop Drawings in the Schedule of Documents required by Article 24 to indicate the Shop Drawings to be submitted,the dates on which documents are to be sent to the Designer for review and proposed dates that the product will be incorporated into the Project. C. Incorporate the dates for processing Shop Drawings into the Progress Schedule required by Article 27. 1. Submit Shop Drawings in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of Shop Drawings when preparing the Progress Schedule. Include time for making revisions to the Shop Drawings and resubmitting the Shop Drawing for a least a second review. Assume a 14-day review cycle for each time General Conditions 007200- 107 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F a Shop Drawing is submitted for review unless a longer period of time is indicated in the Contract Documents. 3. Schedule document submittals to provide all information for interrelated Work at one time. 4. Allow adequate time for ordering, fabricating, delivering, and installing product so construction of the Project is not delayed. D. Complete the following before submitting a Shop Drawing or Sample: 1. Prepare Shop Drawing Review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials,catalog numbers,and similar information with respect to Shop Drawings and Samples; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. E. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Shop Drawings; 2. Location of existing structures, utilities, and equipment related to the Shop Drawing have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Shop Drawings are complete for their intended purpose; and 5. Conflicts between the Shop Drawings related to the various Subcontractors and Suppliers have been resolved. F. Review Shop Drawings prior to submitting to the Designer. Certify that all Shop Drawings have been reviewed by the Contractor and are in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Shop Drawings except for deviations specifically brought to the Designer's attention on an attached Shop Drawing Deviation Request form in accordance with Paragraph 25.09. G. Fabrication or installation of any products prior to the approval of Shop Drawings is done at the Contractor's risk. Defective products may be rejected at the Owner's option. H. Payment will not be made for products for which Shop Drawings or Samples are required until these are approved by the Designer. General Conditions 007200- 108 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 25.04 Shop Drawing Requirements A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors, textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general,conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. B. Include a complete description of the product to be furnished, including: 1. Type, dimensions, size, arrangement, and operational characteristics of the product; 2. Weights,gauges, materials of construction,external connections,anchors,and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt, or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. C. Submit Shop Drawings that require coordination with other Shop Drawings at the same time. Shop Drawings requiring coordination with other Shop Drawings will be rejected until a complete package is submitted. 25.05 Special Certifications and Reports A. Provide all required certifications with the Shop Drawings as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Shop Drawing. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Shop Drawing. 2. Certification of Local Field Service (CLS): A certified letter stating that field service is available from a factory or supplier approved service organization located within a 300 mile radius of the Site. List names, addresses, and telephone numbers of approved service organizations on or attach it to the certificate. 3. Certification of Adequacy of Design (CAD): A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable General Conditions 007200- 109 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 25.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Shop Drawing. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1-year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required by Specification Sections. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 25.07 Shop Drawing Submittal Procedures A. Submit Shop Drawings through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Shop Drawing submittal form. Do not leave any blanks incomplete. If information is not applicable,enter NA in the space provided. The Shop Drawing submittal form is to be the first document in the file submitted. 2. Submit all documents in Portable Document Format(PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Shop Drawing. Submit Samples and color charts per Paragraph 25.08.A. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. General Conditions 007200- 110 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Submit each specific product or class of material separately so these can be tracked and processed independently. Do not submit Shop Drawings for more than one product in the same Shop Drawing. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Shop Drawings. a. Use terms and symbols in Shop Drawings consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Shop Drawings. C. Provide a legend for symbols used on Shop Drawings. 6. Mark Shop Drawings to reference: a. Related Specification Sections, b. Drawing number and detail designation, C. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Use the following conventions to markup Shop Drawings for review: 1. Make comments and corrections in the color blue. Add explanatory comments to the markup. 2. Highlight items in black that are not being furnished when the Supplier's standard drawings or information sheets are provided so that only the products to be provided are in their original color. 3. Make comments in the color yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Make comments in the color orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Include explanatory comments in the Shop Drawing Deviation Request form. 5. Mark dimensions with the prefix FD to indicate field verified dimensions on the Shop Drawings. C. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of"or equal"products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. D. Designate a Shop Drawing as requiring priority treatment in the comment section of the Shop Drawing submittal form to place the review of the Shop Drawing ahead of other Shop Drawings previously delivered. Shop Drawings are typically reviewed in the order received, unless Contractor requests that a different priority be assigned. Priority Shop Drawings will General Conditions 007200- 111 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F be reviewed before other Shop Drawings for this Project already received but not yet reviewed. Use of this priority designation for Shop Drawings may delay the review of Shop Drawings previously submitted, pushing the processing of Shop Drawings beyond the 14-day target. Contractor is responsible for delays resulting from the use of the priority designation status on Shop Drawings. E. Complete the certification required by Paragraph 25.03. 25.08 Sample and Mockup Submittal Procedures A. Submit color charts and Samples for every product requiring color, texture, or finish selection. 1. Submit color charts and Samples only after Shop Drawings for the products have been approved. 2. Deliver all color charts and Samples at one time. 3. Provide Samples of adequate size to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 4. Indicate the full range of color, texture, and patterns. 5. Deliver color charts and Samples to the field office and store for the duration of the Project 6. Notify the Designer that color charts and Samples have been delivered for approval using the Notification by Contractor form. 7. Submit color charts and Samples not less than 30 days prior to when these products are to be ordered or released for fabrication to comply with the Project schedule. 8. Remove Samples that have been rejected. Submit new Samples following the same process as for the initial Sample until Samples are approved. 9. Dispose of Samples when related Work has been completed and approved and disposal is approved by the Designer. At Owner's option, Samples will become the property of the Owner. B. Construct mockups for comparison with the Work being performed. 1. Construct mockups from the actual products to be used in construction per detailed Specification Sections. 2. Construct mockups of the size and in the area indicated in the Contract Documents. 3. Construct mockups complete with texture and finish to represent the finished product. 4. Notify the Designer that mockups have been constructed and are ready for approval using the Notification by Contractor form. Allow 2 weeks for OPT to approve of the mockup before beginning the Work represented by the mockup. 5. Remove mockups that have been rejected. Construct new mockups following the same process as for the initial mockup until mockup is approved. 6. Protect mockups until Work has been completed and accepted by the OPT. General Conditions 007200- 112 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 7. Dispose of mockups when related Work has been completed and disposal is approved by the Designer. 25.09 Equal Non Specified Products A. Contractor may submit other manufacturers' products that are in full compliance with the Specification where Specifications list one or more manufacturers followed by the phase "or equal" or"or approved equal." 1. Submit a Shop Drawing as required by this article to document that the proposed product is equal or superior to the specified product. 2. Prove that the product is equal. It is not the OPT's responsibility to prove the product is not equal. a. Indicate on a point by point basis for each specified feature that the product is equal to the Contract Document requirements. b. Make a direct comparison with the specified manufacturer's published data sheets and available information. Provide this printed material with the Shop Drawing. c. The decision of the Designer regarding the acceptability of the proposed product is final. 3. Provide a typewritten certification that, in furnishing the proposed product as an equal, the Contractor: a. Has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. b. Has determined that the product will perform in the same manner and result in the same process as the specified product. c. Will provide the same warranties and/or bonds as for the product specified. d. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the product into the construction and will waive all claims for additional Work which may be necessary to incorporate the product into the Project which may subsequently become apparent. e. Will maintain the same time schedule as for the specified product. 25.10 Requests for Deviation A. Submit requests for deviation from the Contract Documents for any product that does not fully comply with the Contract Documents. B. Submit requests for deviation using the Shop Drawing Deviation Request form provided. Identify each deviation request as a separate item. Include all requested deviations that must be approved as a group together and identify them as a single item. C. Include a description of why the deviation is required and the impact on Contract Price or Contract Times. Include the amount of any cost savings to the Owner for deviations that result in a reduction in cost. D. Submit as a Change Proposal prior to submitting the Shop Drawing if the deviation will result in a change in Contract Price or Contract Times. General Conditions 007200- 113 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. A Modification must be issued by the Designer for approval of a deviation. Approval of a requested Shop Drawing deviation by the Designer on the Shop Drawings Deviation Request form indicates approval of the requested deviation only on its technical merits as generally conforming to the Contract Documents. Deviations from the Contract Documents can only be approved by a Modification. 25.11 Designer Responsibilities A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Article for general conformance with the Contract Documents. 1. Designer's review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Designer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor's markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. C. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per Article 26. c. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. General Conditions 007200- 114 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is "Approved as Noted," but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g. Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked "Approved as Noted" and "Resubmit with corrections made." These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as "At Variance With" (AVW) the Contract Documents or other information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as "Not Approved" if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Submit any requested deviation that requires a change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. General Conditions 007200- 115 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 25.11 that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. 25.12 Resubmission Requirements A. Make all corrections or changes in the documents required by the Designer and resubmit to the Designer until approved. 1. Revise initial drawings or data and resubmit as specified for the original document. 2. Highlight or cloud in green those revisions which have been made in response to the previous reviews by the Designer. This will include changes previously highlighted or clouded in yellow to direct attention to Designer to items requiring selections or decisions by the Designer or highlighted or clouded in orange for a requested deviation from the Contract Documents. 3. Highlight and cloud new items in yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Highlight and cloud new items in orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Numbering for these new items is to start with the next number following the last Shop Drawing deviation requested. Include explanatory comments in the Shop Drawing Deviation Request form. B. Pay for excessive review of Shop Drawings. 1. Excessive review of Shop Drawings is defined as any review required after the original review has been made and the first resubmittal has been checked to see that corrections have been made. 2. Review of Shop Drawings or Samples will be an additional service requiring payment by the Contractor if the Contractor submits a substitution for a product for which a Shop Drawing or Sample has previously been approved, unless the need for such change is beyond the control of Contractor. 3. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed in SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. 4. A Set-off will be included in each Application for Payment to pay costs for the additional review to the Owner on a monthly basis. The Set-off will be based on invoices submitted to Owner for these services. General Conditions 007200- 116 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 5. Need for more than one resubmission or any other delay of obtaining Designer's review of Shop Drawings will not entitle the Contractor to an adjustment in Contract Price or an extension of Contract Times. ARTICLE 26—RECORD DATA 26.01 Work Included A. Submit Record Data as required by the Contract Documents and as reasonably requested by the OPT. Provide Record Data for all products unless a Shop Drawing is required for the same item. B. Submit Record Data to provide documents that allow the Owner to: 1. Record the products incorporated into the Project for the Owner; 2. Review detailed information about the products regarding their fabrication, installation, commissioning, and testing; and 3. Provide replacement or repair of the products at some future date. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the receipt or cursory review of Record Data. Contract modifications can only be approved by Change Order or Field Order. D. Provide various reports or other documents that Contract Documents require for record purposes. 26.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Record Data not meeting these criteria will be rejected. 26.03 Contractor's Responsibilities A. Submit Record Data in accordance with SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. B. Include Record Data in the Schedule of Documents required by Article 24 to indicate the Record Data to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that the product will be incorporated into the Project. C. Complete the following before submitting Record Data: 1. Prepare Record Data and coordinate with Shop Drawings or Samples, other Record Data, and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. General Conditions 007200- 117 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F D. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Record Data; 2. Location of existing structures, utilities, and equipment related to the Record Data have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Record Data are complete for their intended purpose; and 5. Conflicts between the Record Data related to the various Subcontractors and Suppliers have been resolved. E. Review Record Data prior to submitting to the Designer. Certify that all Record Data has been reviewed by the Contractor and is in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Record Data. 26.04 Record Data Requirements A. Include a complete description of the material or equipment to be furnished, including: 1. Type,dimensions,size,arrangement, model number,and operational parameters of the components; 2. Weights,gauges, materials of construction,external connections,anchors,and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. 26.05 Special Certifications and Reports A. Provide all required certifications with the Record Data as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Record Data. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Record Data. General Conditions 007200- 118 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 26.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Record Data. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 26.07 Record Data Submittal Procedures A. Submit Record Data through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Record Data submittal form. Do not leave any blanks incomplete. If information is not applicable,enter NA in the space provided. The Record Data submittal form is to be the first document in the file. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Record Data. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 3. Submit each specific product, class of material, or product separately so these can be tracked and processed independently. Do not submit Record Data for more than one system in the same Record Data. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Record Data. General Conditions 007200- 119 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F a. Use terms and symbols in Record Data consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Record Data. C. Provide a legend for symbols used on Record Data. 6. Mark Record Data to reference: a. Related Specification Sections, b. Drawing number and detail designation, C. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of"or equal"products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. Deviations from the Contract Documents can only be approved by a Modification. C. Complete the certification required by Paragraph 26.03. 26.08 Designer's Responsibilities A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 26.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 26.02. Document will be given the status of "Filed as Received" and no further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Drawing. The Record Data will be marked "Rejected" and "Submit Shop Drawing." No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per Article 25. General Conditions 007200- 120 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F b. The cursory review indicates that the document does not meet the requirements of Paragraph 26.02. The Record Data will be marked "Rejected" and "Revise and Resubmit." Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." When Record Data is filed, no further action is required, and the Record Data process will be closed. c. The Record Data is not required by the Contract Documents nor is the Record Data applicable to the Project. The Record Data will be marked "Rejected" and "Cancel - Not Required." No further action is required, and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." ARTICLE 27—CONSTRUCTION PROGRESS SCHEDULE 27.01 Requirements A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project. B. Provide schedule in adequate detail to allow Owner to monitor progress and to relate document processing to sequential activities of the Work. C. Incorporate and specifically designate the dates of anticipated submission of documents and the dates when documents must be returned to the Contractor into the schedule. D. Assume complete responsibility for maintaining the progress of the Work per the schedule submitted. E. Schedule Work based upon a six day work week. 27.02 Document Submittal A. Submit Progress Schedules in accordance with Article 24. B. Submit a preliminary schedule within 10 days after the Notice of Award. The schedule is to be available at the pre-construction conference. C. Submit a detailed schedule at least 10 days prior to the first payment request. D. Submit Progress Schedule updates monthly with Applications for Payment to indicate the progress made on the Project to that date. Failure to submit the schedule may cause delay in the review and approval of Applications for Payment. 27.03 Schedule Requirements A. Schedule is to be in adequate detail to: 1. Assure adequate planning, scheduling, and reporting during the execution of the Work; 2. Assure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers; 3. Assist in monitoring the progress of the Work; and General Conditions 007200- 121 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. Assist in evaluating proposed changes to the Contract Times and Project schedule. B. Provide personnel with 5 years' minimum experience in scheduling construction work comparable to this Project. Prepare the schedule using acceptable scheduling software. C. Provide the schedule in the form of a computer generated critical path schedule which includes Work to be performed on the Project. It is intended that the schedule accomplish the following: 1. Give early warning of delays in time for correction. 2. Provide detailed plans for the execution of the Work in the form of future activities and events in sequential relationships. 3. Establish relationships of significant planned Work activities and provide a logical sequence for planned Work activities. 4. Provide continuous current status information. 5. Allow analysis of the Contractor's program for the completion of the Project. 6. Permit schedules to be revised when the existing schedule is not achievable. 7. Log the progress of the Work as it actually occurs. D. Prepare a time scaled CPM arrow or precedence diagram to indicate each activity and its start and stop dates. 1. Develop Milestone dates and Project completion dates to conform to time constraints, sequencing requirements and Contract completion date. 2. Use calendar day durations while accounting for holidays and weather conditions in the projection of the duration of each activity. 3. Clearly indicate the critical path for Work to complete the Project. E. Provide a time scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The chart is to indicate: 1. Complete sequence of construction by activity; 2. Identification of the activity by structure, location, and type of Work; 3. Chronological order of the start of each item of Work; 4. The activity start and stop dates; 5. The activity duration; 6. Successor and predecessor relationships for each activity; 7. A clearly indicated single critical path; and 8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the first day of each month. F. Provide a schedule incorporating the Schedule of Documents provided in accordance with Article 24 indicating: 1. Specific date each document is to be delivered to the Designer. 2. Specific date each document must be received in order to meet the proposed schedule. General Conditions 007200- 122 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Allow a reasonable time to review documents, taking into consideration the size and complexity of the document, other documents being processed, and other factors that may affect review time. 4. Allow time for re-submission of each document. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous documents and for time lost when documents are submitted for products that do not meet Specification requirements. 27.04 Schedule Revisions A. Revise the schedule if it appears that the schedule no longer represents the actual progress of the Work. 1. Submit a written report if the schedule indicates that the Project is more than 30 days behind schedule. The report is to include: a. Number of days behind schedule; b. Narrative description of the steps to be taken to bring the Project back on schedule; and c. Anticipated time required to bring the Project back on schedule. 2. Submit a revised schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule. B. Revise the schedule to indicate any adjustments in Contract Times approved by Modification. 1. Include a revised schedule with Change Proposals if a change in Contract Times is requested. 2. OPT will deem any Change Proposal that does not have a revised schedule and request for a change in Contract Times as having no impact on the ability of the Contractor to complete the Project within the Contract Times. C. Updating the Project schedule to reflect actual progress is not considered a revision to the Project schedule. D. Applications for Payment may not be recommended for payment without a revised schedule and if required, the report indicating the Contractor's plan for bringing the Project back on schedule. 27.05 Float Time A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule. B. Float time is not for the exclusive use or benefit of either the Contractor or Owner. C. Where several subsystems each have a critical path, the subsystem with the longest time of completion is the critical path and float time is to be assigned to other subsystems. D. Contract Times cannot be changed by the submission of a schedule. Contract Times can only be modified by a Change Order or Contract Amendment. General Conditions 007200- 123 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F E. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is float time. ARTICLE 28—VIDEO AND PHOTOGRAPHIC DOCUMENTATION 28.01 Work Included A. Provide a video recording of the Site prior to the beginning of construction. 1. Record the condition of all existing facilities in or abutting the construction area (right- of-way)including but not limited to streets,curb and gutter, utilities,driveways,fencing, landscaping, etc. 2. Record after construction staking is complete but prior to any clearing. 3. Provide one copy of the recording, dated and labeled to the OAR before the start of construction. Provide additional recording as directed by the OAR if the recording provided is not considered suitable for the purpose of recording pre-existing conditions. B. Furnish an adequate number of photographs of the Site to clearly depict the completed Project. 1. Provide a minimum of ten different views. 2. Photograph a panoramic view of the entire Site. 3. Photograph all significant areas of completed construction. 4. Completion photographs are not to be taken until all construction trailers, excess materials, trash, and debris have been removed. 5. Employ a professional photographer approved by the OAR to photograph the Project. 6. Provide one aerial photograph of the Site from an angle and height to include the entire Site while providing adequate detail. C. All photographs, video recordings, and a digital copy of this media are to become the property of the Owner. Photographs or recordings may not be used for publication, or public or private display without the written consent of the Owner. 28.02 Quality Assurance A. Provide clear photographs and recordings taken with proper exposure. View photographs and recordings in the field and take new photographs or recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements. 28.03 Document Submittal A. Submit photographic documentation as Record Data in accordance with Article 24. B. Submit two DVDs of the video recording as Record Data in accordance with Article 24. General Conditions 007200- 124 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 28.04 Photographs A. Provide photographs in digital format with a minimum resolution of 1280 x 960, accomplished without a digital zoom. B. Take photographs at locations acceptable to the OAR. C. Provide two color prints of each photograph and a digital copy on a DVD of each photograph taken. D. Identify each print on back with: 1. Project name. 2. Date,time, location, and orientation of the exposure. 3. Description of the subject of photograph. E. Submit photographs in clear plastic sheets designed for photographs. Place only one photograph in each sheet to allow the description on the back to be read without removing the photograph. F. Final photographs are to include two 8-by-10-inch glossy color prints for each of ten photographs selected by the OAR. These photographs are in addition to normal prints. 28.05 Video Recording A. Provide digital format on DVD that can be played with Windows Media Player in common format in full screen mode. B. Identify Project on video by audio or visual means. C. Video file size should not exceed 400 MB. D. Video resolution shall be 1080p. E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest, do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area. F. DVD shall be labeled with construction stationing and stationing should be called out, voice recorded, in the video. G. The entire construction area recording shall be submitted at once. Sections submitted separately will not be accepted. H. Pipeline projects should be recorded linearly from beginning to end. ARTICLE 29—EXECUTION AND CLOSEOUT 29.01 Substantial Completion A. Notify the OAR that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. General Conditions 007200- 125 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. OPT will visit the Site to observe the Work within 30 days after notification is received to determine the status of the Project. C. OAR will notify the Contractor, within 120 days after notification, that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. OAR will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the OAR when the items of Work in the OAR's notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. OAR will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the OAR of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. 29.02 Final Inspections A. Notify the OAR when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within 30 days after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has been corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. OAR will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 29.04 if notified that the Project is complete, and the Work is acceptable. 29.03 Reinspection Fees A. Owner may impose a Set-off against the Application for Payment in accordance with the General Conditions to compensate the OPT for additional visits to the Project if additional Work is required. General Conditions 007200- 126 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 29.04 Closeout Documents Submittal A. Record Documents per Article 20. B. Warranties and bonds. C. Equipment installation reports on equipment. D. Shop Drawings, Record Data, and other documents as required by the Contract Documents. E. Evidence of continuing insurance and bond coverage as required by the Contract Documents. F. Final Photographs per Article 28. 29.05 Transfer of Utilities A. If applicable to the Project,transfer utilities to the Owner when the Certificate of Substantial Completion has been issued and the Work has been occupied by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the Work. 29.06 Warranties, Bonds and Service Agreements A. Provide warranties, bonds, and service agreements required by the Contract Documents. B. The date for the start of warranties, bonds, and service agreements is established per the Contract Documents. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. 1. Provide a log of all equipment covered under the 1-year correction period specified in the Contract Documents and all products for which special or extended warranties or guarantees are provided. Index the log by Specification Section number on forms provided. Include items 2.e through 2.g below in the tabulation. 2. Provide a copy of specific warranties or guarantees under a tab indexed to the log. Each document is to include: a. A description of the product or Work item; b. The firm name with the name of the principal, address, and telephone number; c. Signature of the respective Supplier or Subcontractor to acknowledge existence of the warranty obligation for extended warranties and service agreements; d. Scope of warranty, bond, or service agreement; e. Indicate the start date for the correction period specified in the Contract Documents for each product and the date on which the specified correction period expires. f. Indicate the start date for extended warranties for each product and the date on which the specified extended warranties period expires. g. Start date, warranty or guarantee period, and expiration date for each warranty, bond, and service agreement; General Conditions 007200- 127 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F h. Procedures to be followed in the event of a failure; and i. Specific instances that might invalidate the warranty or bond. D. Submit digital copies of the documents to the Designer for review. E. Submit warranties, bonds, and service agreements within 10 days after equipment or components are placed in service. ARTICLE 30—MISCELLANEOUS 30.01 Computation of Times A. Exclude the first day and include the last day when determining dates for a period of time referred to in the Contract Documents by days. The last day of this period is to be omitted from the determination if it falls on a Sunday or a legal holiday. B. All references and conditions for a Calendar Day Contract in the Contract Documents apply for a Fixed Date Contract. A Fixed Date Contract is one in which the calendar dates for reaching Substantial Completion and/or final completion are specified in lieu of identifying the number of days involved. 30.02 Owner's Right to Audit Contractor's Records A. By execution of the Contract, Contractor grants Owner the right to audit, examine, inspect and/or copy, at Owner's election at all reasonable times during the term of this Contract and for a period of four (4) years following the completion or termination of the Work, all of Contractor's written and electronically stored records and billings relating to the performance of the Work under the Contract Documents. The audit, examination or inspection may be performed by an Owner designee,which may include its internal auditors or an outside representative engaged by Owner. Contractor agrees to retain its records for a minimum of four(4)years following termination of the Contract, unless there is an ongoing dispute under the Contract, then, such retention period must extend until final resolution of the dispute. As used in these General Conditions, "Contractor written and electronically stored records" include any and all information, materials and data of every kind and character generated as a result of the work under this Contract. Examples of Contractor written and electronically stored records include, but are not limited to:accounting data and reports, billings, books, general ledgers, cost ledgers, invoices, production sheets, documents, correspondence, meeting notes, subscriptions, agreements, purchase orders, leases, contracts, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers, memoranda, time sheets, payroll records, policies, procedures, Subcontractor agreements, Supplier agreements, rental equipment proposals, federal and state tax filings for any issue in question, along with any and all other agreements, sources of information and matters that may, in Owner's sole judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any Contract Documents. B. Owner agrees to exercise the right to audit, examine or inspect Contractor's records only during regular business hours. Contractor agrees to allow Owner and/or Owner's designee access to all of the Contractor's Records, Contractor's facilities, and current or former employees of Contractor, deemed necessary by Owner or its designee(s), to perform such audit, inspection or examination. Contractor also agrees to provide adequate and General Conditions 007200- 128 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F appropriate work space necessary for Owner or its designees to conduct such audits, inspections or examinations. C. Contractor must include this Paragraph 30.02 in any Subcontractor, supplier or vendor contract. 30.03 Independent Contractor A. Contractor is to perform its duties under this Contract as an independent contractor. The Contractor's Team and their personnel are not considered to be employees or agents of the Owner. Nothing in this Contract is to be interpreted as granting Contractor's Team the right or authority to make commitments for the Owner. This Contract does not constitute or create a joint venture, partnership or formal business organization of any kind. 30.04 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available to the Owner or Contractor by these General Conditions are in addition to, and are not a limitation of,the rights and remedies which are otherwise imposed or available by: 1. Laws or Regulations; 2. Special warranties or guarantees; or 3. Other provisions of the Contract Documents. B. The provisions of this Paragraph 30.04 are as effective as if repeated specifically in the Contract Documents in connection with each particular duty,obligation, right and remedy to which they apply. 30.05 Limitation of Damages A. Owner is not liable to Contractor for claims, costs, losses or damages sustained by Contractor's Team associated with other projects or anticipated projects. B. Contractor waives claims for consequential damages, incidental or special damages arising out of or relating to this Contract, whether the damages are claimed in contract, tort or on any other basis. 30.06 No Waiver A. The failure of Owner or Contractor to enforce any provision of this Contract does not constitute a waiver of that provision or affect the enforceability of that provision or the remainder of this Contract. 30.07 Severability A. If a court of competent jurisdiction renders a part of this Contract invalid or unenforceable, that part is to be severed and the remainder of this Contract continues in full force. General Conditions 007200- 129 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 30.08 Survival of Obligations A. Representations, indemnifications, warranties, guarantees and continuing obligations required by the Contract Documents survive completion and acceptance of the Work or termination of the Contract. 30.09 No Third Party Beneficiaries A. Nothing in this Contract can be construed to create rights in any entity other than the Owner and Contractor. Neither the Owner nor Contractor intends to create third party beneficiaries by entering into this Contract. 30.10 Assignment of Contract A. This Contract may not be assigned in whole or in part by the Contractor without the prior written consent of the Owner. 30.11 No Waiver of Sovereign Immunity A. The Owner has not waived its sovereign immunity by entering into and performing its obligations under this Contract. B. This Contract is to perform a governmental function solely for the public benefit. 30.12 Controlling Law A. This Contract is governed by the laws of the State of Texas without regard to its conflicts of laws. Venue for legal proceedings lies exclusively in Nueces County, Texas. Cases must be filed and tried in Nueces County and cannot be removed from Nueces County,Texas. 30.13 Conditions Precedent to Right to Sue A. Notwithstanding anything herein to the contrary,Contractor will have at least 90 days to give notice of a claim for damages as a condition precedent to the right to sue on the Contract, subject to the contractual Claims and Alternative Dispute Resolution processes set forth herein. 30.14 Waiver of Trial by Jury A. Owner and Contractor agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. 30.15 Attorney Fees A. The Parties expressly agree that, in the event of litigation, all parties waive rights to payment of attorneys' fees that otherwise might be recoverable, pursuant to the Texas Civil Practice and Remedies Code Chapter 38, Texas Local Government Code §271.153, the Prompt Payment Act, common law or any other provision for payment of attorney's fees. General Conditions 007200- 130 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 30.16 Compliance with Laws A. Comply with the Americans with Disabilities Act of 1990 as amended (ADA) and Texas Architectural Barriers Act and all regulations relating to either statute. B. No qualified person shall on the basis of race, color, religion, national origin, gender, age or disability be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity which receives or benefits from federal financial assistance. C. Comply with all applicable federal, state and city laws, rules and regulations. D. Each applicable provision and clause required by law to be inserted into the Contract shall be deemed to be enacted herein,and the Contract shall be read and enforced as though each were physically included herein. 30.17 Enforcement A. The City Manager or designee and the City Attorney or designee are fully authorized and will have the right to enforce all legal rights and obligations under the Contract without further authorization from City Council. 30.18 Subject to Appropriation A. Funds are appropriated by the Owner on a yearly basis. If for any reason, funds are not appropriated in any given year, the Owner may direct immediate suspension or termination of the Contract with no additional liability to the Owner. If the Contractor is terminated or suspended and the Owner requests remobilization at a later date, the Contractor may request payment for reasonable demo bilization/remobilization costs. Such costs shall be addressed through a Change Order to the Contract. Under no circumstances may a provision or obligation under this Contract be interpreted as contrary to this paragraph. 30.19 Contract Sum A. The Contract Sum is stated in the Contract and, including authorized adjustments, is the total maximum not-to-exceed amount payable by Owner to Contractor for performance of the Work under the Contract Documents. Contractor accepts and agrees that all payments pursuant to this Contract are subject to the availability and appropriation of funds by the Corpus Christi City Council. If funds are not available and/or appropriated,this Contract shall immediately be terminated with no liability to any party to this Contract. 30.20 Contractor's Guarantee as Additional Remedy A. The Contractor's guarantee is a separate and additional remedy available to benefit the Owner. Neither the guarantee nor the expiration of the guarantee period will operate to reduce, release or relinquish any rights or remedies available to the Owner for any claims or causes of action against the Contractor or any other individual or entity. 30.21 Notices. A. Any notice required to be given to Owner under any provision in this Contract must include a copy to OAR by mail or e-mail. General Conditions 007200- 131 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 30.22 Public Information A. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract, and Contractor agrees that the contract can be terminated if Contractor knowingly or intentionally fails to comply with a requirement of that subchapter. END OF SECTION General Conditions 007200- 132 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 00 73 00 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and other provisions of the Contract Documents. All provisions not amended or supplemented in these Supplementary Conditions remain in effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below. ARTICLE 1—DEFINITIONS AND TERMINOLOGY SC-1.01 DEFINED TERMS A. The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following organizations: City of Corpus Christi,Texas Hanson Professional Services Inc. B. The following entities, along with the members of the OPT, are to be named as an additional insured on all insurance policies, except workers compensation insurance and the Contractor's professional liability insurance. NONE C. Paragraph 1.01.A.54"Substantial Completion" is more specifically defined for this Project as: 1. The following items are fully functional and suitable for operation in accordance with the Contract Documents: a. Substantially complete in 75 calendar days to allow the City to utilize both the inbound and outbound scales on both sides of the scale house. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4.04 DELAYS IN CONTRACTOR'S PROGRESS A. The allocation for delays in the Contractor's progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when Supplementary Conditions 007300- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 3. A total of 43 rain days have been set for this Project. An extension of time due to rain days will be considered only after 43 rain days have been exceeded in a calendar year and the OAR has determined that a detrimental impact to the construction schedule resulted from the excessive rainfall. Rain days are to be incorporated into the schedule and unused rain days will be considered float time which may be consumed by the Owner or Contractor in delay claims. ARTICLE 5 — AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS SC-5.03 SUBSURFACE AND PHYSICAL CONDITIONS A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.03.A which describe subsurface and physical conditions. 1. Geotechnical Reports include the following: a. Geotechnical Engineering Report-Proposed Cefe Valenzuela Landfill Scale House Pavement Repairs FM 2444 & CR 20 Corpus Christi, Texas-PSI Project No. 0312- 2151. REFER TO APPENDIX 1. 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) include the following: a. City of Corpus Christi, Texas Department of Engineering Services, Cefe F. Valenzuela Landfill Site Development Record Drawings dated 06/12/08. Supplementary Conditions 007300-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. 1. Environmental Reports include the following: NONE 2. Drawings of physical conditions relating to known Hazardous Environmental Conditions at the Site include the following: NONE ARTICLE 6—BONDS AND INSURANCE SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE INSURANCE REQUIREMENTS CONTRACTOR'S INSURANCE AMOUNTS Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Form 2. Premises—Completed Operations 3. Explosions and Collapse Hazard 4. Underground Hazard 5. Products/Completed Operations Hazard $1,000,000 Per Occurrence 6. Contractual Liability $2,000,000 Aggregate 7. Broad Form Property Damage 8. Independent Contractors 9. Personal &Advertising Injury Business Automobile Liability-Owned, Non- $1,000,000 Combined Single Limit Owned, Rented and Leased Workers' Compensation Statutory Employer's Liability $500,000/500,000/500,000 Excess Liability/Umbrella Liability $1,000,000 Per Occurrence Required if Contract Price>$5,000,000 Contractor's Pollution Liability / $1,000,000 Per Claim Environmental Impairment Coverage Not limited to sudden and accidental X Required ❑ Not Required discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Supplementary Conditions 007300-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41 C1-8588-1 A4EDA5EFF7F IIII IIII IIIb,,,,,,IIII IIII IIII 0IIII I ACIb°IKII IIID°I° IIID „ °IIII Illi uo "„ VIII IIII of .IIII Required if excavation>3 ft Builder's Risk(All Perils including Collapse) Equal to Full Replacement Cost of Structure and Contents Required for vertical structures and bridges El Required "0 t 1C�q Ui'i'Ca d Installation Floater Equal to Contract Price Required if installing city-owned equipment ❑ Required X Not Required ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR; WORKING HOURS B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of person or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between 7:00 a.m. and 6:00 p.m. Monday through Saturday unless other times are specifically authorized in writing by OAR. SC-7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS,AND OTHERS A. Add the following sentence to the end of Paragraph 7.04.A: "The Contractor must perform at least 50 percent of the Work, measured as a percentage of the Contract Price, using its own employees." ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS SC-14.04 PREVAILING WAGE RATES A. The minimum rates for various labor classifications as established by the Owner are shown below: Wage Determination Construction Type Project Type (WD) No TX21 Heavy Heavy Construction Projects (including Sewer and Water Line Construction and Drainage Projects) TX29 Highway 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). Supplementary Conditions 007300-4 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TX33 Heavy Pipeline -On-Shore Pipeline Construction TX34 Heavy Pipeline -Off-Shore Construction TX288 Building Building Construction Projects (does not include single family homes or apartments up to and including 4 stories) TX51 Heavy Dredging projects along the Texas gulf coast area including all public channels, harbors, rivers, tributaries and the Gulf Intracoastal Waterways. TX55 Heavy Tunnel Construction Projects (Bored, 48" In Diameter Or More) ARTICLE 19—PROJECT MANAGEMENT AND COORDINATION SC-19.21 COOPERATION WITH PUBLIC AGENCIES C. For the Contractor's convenience,the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 Hanson Professional Services Inc. 361-814-9900 Jose C. Garza, P.E. 361-414-6471 Traffic Engineering 361-826-3547 Police Department 361-882-2600 Water/Wastewater/Stormwater 361-826-1800 (361-826-1818 after hours) Gas Department 361-885-6900 (361-885-6942 after hours) Parks & Recreation Department 361-826-3461 Street Department 361-826-1875 City Street Div. for Traffic Signals 361-826-1610 Solid Waste & Brush 361-826-1973 IT Department(City Fiber) 361-826-1956 AEP 1-877-373-4858 AT&T 361-881-2511 AT&T Buried Wire Center 1-800-924-9420 Grande Communications 1-866-247-2633 Spectrum Communications 1-800-892-4357 Crown Castle Communications 1-888-632-0931 (Network Operations Center) Centu ryLi nk 361-208-0730 Supplementary Conditions 007300-5 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Public Agencies/Contacts Phone Number W i ndstream 1-800-600-5050 Regional Transportation Authority 361-289-2712 Port of Corpus Christi Authority Engr. 361-882-5633 TxDOT Area Office 361-808-2500 Corpus Christi ISD 361-695-7200 ARTICLE 23—MINORITY/MBD/DBE PARTICIPATION POLICY SC-23.03 Goals A. The goals for participation by minorities and Minority Business Enterprises expressed in percentage terms for the Contractor's aggregate work force on all construction Work for the Contract award shall be 1. Minority participation goal for this Project has been established to be 45%. 2. Minority Business Enterprise participation goal for this Project has been established to be 15%. ARTICLE 25—SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description 022420 Silt Fence 025208 Soil-Cement Base (5-17) 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils, & Emulsions 025412 Prime Coat 025424 Hot Mix Asphalt Concrete Pavement 025620 Portland Cement Concrete Pavement 025802 Temporary Traffic Controls During Construction 025807 Pavement Markings (Paint and Thermoplastic) 025813 Preformed Thermoplastic Striping, Words, & Emblems 028020 Seeding 030020 Portland Cement Concrete 032020 Reinforcing Steel 02836 Aluminum Cantilever Slide Gate Supplementary Conditions 007300-6 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SC-25.12 RESUBMISSION REQUIREMENTS B. Pay for excessive review of Shop Drawings. 1. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed below: In accordance with the most current rate schedule for consulting services. ARTICLE 26—RECORD DATA SC-26.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section Record Data Description 025208 Soil-Cement Base (S-17) 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils, & Emulsions 025412 Prime Coat 025424 Hot Mix Asphalt Concrete Pavement 025620 Portland Cement Concrete Pavement 025802 Temporary Traffic Controls During Construction 025807 Pavement Markings (Paint and Thermoplastic) 025813 Preformed Thermoplastic Striping, Words, & Emblems 028020 Seeding 030020 Portland Cement Concrete 032020 Reinforcing Steel 02002 Storm Water Pollution Prevention 02836 Aluminum Cantilever Slide Gate END OF SECTION Supplementary Conditions 007300-7 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 2/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F DIVISION 01 GENERAL REQUIREMENTS DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 011100 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully useable. 2. Provide the labor, equipment, tools, and consumable supplies required for a complete Project. 3. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OAR. 1.02 DESCRIPTION OF WORK A. Work is described in general, non-inclusive terms as: 1. The proiect will consist of pavement repairs at the Cefe F.Valenzuela Landfill.The pavement repairs will be located at the operations/scale house area and include the removal of existing hot mix asphaltic concrete(HMAC), removal of the existing gates and fencing, and limestone base material to construct new pavement sections as per design drawings.The pavement sections will include HMAC, jointed reinforced concrete pavement ORCP),and cement stabilization of subgrade.The project will also consist of roadway widening, installation of two aluminum cantilever slide gates,ditch realignment, pavement markings,traffic control,a traffic barrier,a traffic sign,and storm water pollution prevention. 1.03 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling and completion: 1. NONE B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents, the Contractor is to base his Proposal on the most expensive listing. C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. Summary of Work 011100- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 10/2018 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1.04 WORK BY OWNER A. The Owner plans to perform the following items of work which are not included in this Contract, but may impact the construction scheduling and completion: 1. NONE B. Completion of the Work described in this Contract may impact the construction of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO FINAL COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Summary of Work 011100-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 10/2018 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: 1. This Section describes each alternate by number and describes the basic changes to be incorporated into the Work when this alternate is made a part of the Work in the Agreement. 2. Drawings and Specifications will outline the extent of Work to be included in the alternate Contract Price. 3. Coordinate related Work and modify surrounding Work as required to properly integrate the Work under each alternate,and provide a complete and functional Project as required by the Contract Documents. 4. Bids for alternates may be accepted or rejected at the option of the Owner. 5. Owner may incorporate these alternates in the Contract when executed, or may issue a Change Order to incorporate these alternates within 120 days at the prices offered in the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after 120 days or other designated time period to negotiate a new price for incorporating the Work into the Project. B. Allowances: z. ate theSite. e. Applieab,l„+axes S E C T I Q N 1 01 :72 00 GCN CDAI CQNbI ITIQNC Cest felp I,6,, .,d ;#fe.r Illati6n �{-•;;46ti41. All e .,rb,ead efi+ and related cA4,; -A. qualified CupplieFs G. av-arrcmnc-art2;�;crt2s;l:e the Q-vvrrcrthFeugh the Qr�r.-rvc ny-vrmc-vr. 1) ARy ebjeetieRs tea paFtieu,laF Supplier 9F ,,d„c . Alternates and Allowances 012310- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2) €ffeet en the CeTrstruetieM Sehedule-antieipat2d by the seleetien ^ef etre-4 eptieR. 3) Eestif eaeh eptieR. by the GeRtFaeteF. S u,b...w.it !'t•,a Rge PFepesa1 n r Ar+isle 1_2 A-f SECTIQN nn 72 nn GEN ERAI GQNDITV .NlS t adjust GeRtrar-A Priee if the Ret rest ef the pFed-ur-A is mere A-F less thaR the SpeGifie4 a M961 47 SEf-IH r ' ATrtFE,le 12�7 efrSECTIQN nn :72 nn GENERAL f9F prvdbietq re f wide. a� I Irit P iC,P\A4Ar14 C. The Lump Sum Bid Items described as "Allowances" have been set as noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the Bid Form for each Bidder. These Allowances may be used at the Owner's discretion in the event that unforeseen conditions or conflicts are encountered during construction that warrants the use of the Allowance funds. If the use of Allowance funds becomes necessary, the OAR will provide written authorization at a cost negotiated between Owner and Contractor, using unit prices in the Bid Form when applicable. No work is to be performed under the Allowance items without written authorization from the OAR. There is no guarantee that any of these funds will need to be used during the course of the Work. 1.02 DOCUMENT SUBMITTALS A. Provide documents for materials furnished as part of the alternate in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS. 1.03 DESCRIPTION OF ALTERNATES A. NONE 1.04 DESCRIPTION OF ALLOWANCES A. Allowance A—Bonds and Insurance 1. A maximum of 2%of the bid price to be used for the purchase of bonds and insurance required for the Project. Alternates and Allowances 012310-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Allowance B—Allowance For Unanticipated Street Improvements: 1. The sum of$30,000 to be used for Unanticipated Street Improvements. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 012310-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item A-1—Mobilization (Maximum 5%): 1. Include the following costs in this Bid item: a. Transportation and setup for equipment; b. Transportation and/or erection of all field offices, sheds, and storage facilities; c. Salaries for preparation of documents required before the first Application for Payment; d. Salaries for field personnel assigned to the Project related to the mobilization of the Project; e. Demobilization; and f. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment 0129 01- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2. Measurement for payment will be made per lump sum on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. Upon substantial completion of all work under this Contract and removal of all equipment and materials from the Project site, the remaining 25% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. B. Bid Item A-2— Bonds and Insurance (Maximum Allowance of 2%) 1. Payment shall include all bonds and insurance required under the Contract Documents. 2. Payment for bonds and insurance will be based on the receipt of documentation of actual costs. Contractor shall furnish satisfactory evidence of the rate or rates paid for all bonds and insurance. Contractor will be reimbursed for the actual cost of unique insurance as required and obtained specifically for this Project, not including the routine and general company insurance policies that are maintained for the course of conducting normal business operations. Contractor will be reimbursed for the actual cost of project specific bonds and insurance, not to exceed the bid amount or the verifiable costs of Project specific bonds and insurance incurred by the Contractor. C. Bid Item A-3—Street Excavation (Removal and Disposal of Existing HMAC and Base) Including (2) Speed Humps: 1. This item includes the removal of existing hot mix asphaltic concrete (HMAC) and limestone base material to construct new pavement sections as per design drawings. 2. Measuring for payment is by the square yard basis. D. Bid Item A-4— Hot Mix Asphaltic Concrete, HMAC Type D (2"): 1. This item includes the installation of HMACType D(2")for new pavement section as per design drawings. 2. Measuring for payment is by the square yard basis. E. Bid Item A-5— Hot Mix Asphaltic Concrete, HMAC Type B (3%"): 1. This item includes the installation of HMAC Type D (3 %") for new pavement section as per design drawings. 2. Measuring for payment is by the square yard basis. F. Bid Item A-6—Crushed Limestone Base Material (Type A, Grade 1-2) (9"): 1. This item includes the installation of 9" of crushed limestone base material for new HMAC pavement section as per design drawings. 2. Measuring for payment is by the square yard basis. G. Bid Item A-7—Cement Stabilized Subgrade (9%"): 1. This item includes cement stabilizing the existing subgrade for new HMAC pavement section as per design drawings. 2. Measuring for payment is by the square yard basis. H. Bid Item A-8—Concrete Pavement(J RCP 9%",4,000 PSI): Measurement and Basis for Payment 0129 01-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. This item includes the installation of 9 %" of jointed reinforced concrete pavement for new concrete pavement section as per design drawings. 2. Measuring for payment is by the square yard basis. I. Bid Item A-9—Cement Stabilized Subgrade (8"): 1. This item includes cement stabilizing the existing subgrade for new concrete pavement section as per design drawings. 2. Measuring for payment is by the square yard basis. J. Bid Item A-10—Automated Gate/Fencing and Manual Gate/Fencing Removal: 1. This item includes the removal of two existing steel automated cantilever gates, approximately 63 ft in total length and removal of existing fencing approximately 87 ft in total length (east side of operations area) and approximately 45 ft of sliding gate/fencing (west side of operations area) as per design drawings to accommodate temporary access to operations area. 2. Measuring for payment is by the lump sum basis. K. Bid Item A-11—New Manual Aluminum Entrance Gate (2) 35 FT Opening and Fencing: 1. This item includes the installation of two aluminum cantilever gates for the entrance and exit into the operations area (east side) and replacing fencing and existing sliding gate(west side)that was removed to accommodate temporary access to the operations area, as per design drawings. 2. Measuring for payment is by the lump sum basis. L. Bid Item A-12—Remove Existing Bollards and Replace with New: 1. This item includes the removal of existing bollards and replacement with new ones including painting and covers, as per design drawings. 2. Measuring for payment is by each basis. M. Bid Item A-13—Realign Existing Drainage Ditch and Seeding: 1. This item includesthe excavation and realignmentof an existing drainage ditch including seeding, as per design drawings. 2. Measuring for payment is by linear foot basis. N. Bid Item A-14—Reflective Pavement Markings TY 1 (W) (100 MIL): 1. This item includes the installation of pavement striping, as per design drawings. 2. Measuring for payment is by linear foot basis. O. Bid Item A-15—Prefabricated Pavement Markings TY 1 (W) (Straight Arrow) (100 MIL): 1. This item includes the installation of pavement markings, as per design drawings. 2. Measuring for payment is by each basis. P. Bid Item A-16—Relocate Existing Entrance Sign (Concrete Base,4"-6"Thick-5' x 10'): 1. This item includes the removal and relocation of an existing entrance sign, as per design drawings. Measurement and Basis for Payment 0129 01-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2. Measuring for payment is by each basis. Q. Bid Item A-17—Warning Traffic Sign (W3-4 36" x 36", Be Prepared to Stop): 1. This item includes the installation of a warning traffic sign, as per design drawings. 2. Measuring for payment is by each basis. R. Bid Item A-18—Jersey Barrier (Orange/White,Water Filled): 1. This item includes the installation of a water filled Jersey barrier,as per design drawings. 2. Measuring for payment is by linear foot basis. S. Bid Item A-19—Traffic Control Plan, Implementation, and Maintenance: 1. This item includes the preparation of a traffic control plan, temporary access roads, implementation, and maintenance, as per design drawings. 2. Measuring for payment is by the lump sum basis. T. Bid Item A-20—Remove Existing Pavement Markings: 1. This item includes the removal of existing pavement markings, as per design drawings. 2. Measuring for payment is by the linear foot basis. U. Bid Item A-21—Storm Water Pollution Prevention Plan: 1. Payment shall include but not be limited to furnishing and submitting the SWPPP to TCEQ and Owner and updating the Plan during the Project as needed. All permits and required fees related to the SWPPP will be included in this item. 2. Measurement for payment will be made per lump sum on the following basis: The initial pay application will include 50%of the lump sum bid amount minus retainage. The balance will be paid according to the percent of construction completion after 50% completion has occurred, minus retainage. V. Bid Item A-22—Ozone Advisory Days: 1. This item includes compensation at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 2. Measuring for payment is by the day basis. W. Bid Item B-1—Allowance for Unanticipated Street Improvements: 1. This item includes an allowance for unanticipated street improvements. 2. Measuring for payment is by the allowance basis. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 0129 01-4 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 5/2020 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 0133 01 Submittal Register 022420 Silt Fence Record Data 025208 Soil-Cement Base 5-17 Record Data 025223 Crushed Limestone Flexible Base Record Data 025404 Asphalts,Oils,&Emulsions Record Data 025412 Prime Coat Record Data 025424 Hot Mix Asphalt Concrete Pavement Record Data 025620 Portland Cement Concrete Pavement Record Data 025802 Temporary Traffic Controls During Construction Record Data 025807 Pavement Markings Paint and Thermoplastic) Record Data 025813 Preformed Thermoplastic Striping,Words,&Emblems Record Data 028020 Seeding Record Data 030020 1 Portland Cement Concrete Record Data 032020 Reinforcing Steel Record Data 02002 Storm Water Pollution Prevention Record Data 02836 Aluminum Cantilever Slide Gate Record Data Submittal Register 01 33 01-1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs,Project No.21034 10/2018 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 CONSTRUCTION SEQUENCE A. Perform the Work as required to complete the entire Project within the Contract Times and in the sequence stipulated below: 1. Implementation of the Storm Water Pollution Prevention Plan. 2. Phase 1 & Phase 2 Traffic Control Plan (TCP). 3. Phase 1: When Phase 1 is under construction, Solid Waste trucks will utilize the two scales on the opposite side for both ingress and egress.The Contractor's TCP must reflect this, and the Contractor shall anticipate constructing temporary access roads and the use of a flagman.The Contractor shall allow for sufficient concrete cure times prior to allowing exposure to traffic.The inclusion of a temporary access road and flagman will be considered subsidiary to the TCP. 4. Phase 2: When Phase 2 is under construction, Solid Waste trucks will utilize the two scales on the opposite completed side (Phase 1 side)for both ingress and egress.The Contractor must provide the OAR two weeks' notice prior to Phase 1 completion.The Contractor shall allow for sufficient concrete cure times prior to allowing exposure to traffic. The Contractor's TCP must reflect this, and the Contractor must anticipate an additional three days for notifying the City to make the switch after Phase 1 is complete.The Contractor shall anticipate constructing temporary access roads and the use of a flagman.The inclusion of a temporary access road and flagman will be considered subsidiary to the TCP. B. Work shall be completed within the specified time for these items: Description Time 75 Phase 1 & Phase 2 Substantially Complete Calendar Days 90 Phase 1 & Phase 2 Final Completion Calendar Days C. Consider the sequences, duration limitations, and governing factors outlined in this Section to prepare the schedule for the Work. D. Perform the Work not specifically described in this Section as required to complete the entire Project within the Contract Times. 1.02 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, Special Procedures 013500- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 10/2018 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Pipelines or wastewater systems, 4. Communications equipment, and 5. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; 8. Backups for key pieces of equipment and key personnel; 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 2 weeks prior to beginning the Work. 1.03 CRITICAL OPERATIONS NONE A. The Owner has identified critical operations that must not be out of service longer than the designated maximum time out of service and/or must be performed only during the designated times. These have been identified in the table below: Max.Time Hours Operation Liquidated Critical Operation Out of Operation can be Shut Down Damages ($ per hour) B. Submit a written plan of action per Paragraph 1.02 for approval for critical operations. C. Work affecting critical operations is to be performed on a 24-hour a day basis until Owner's normal operations have been restored. D. Provide additional manpower and equipment as required to complete the Work affecting critical operations within the allotted time. E. Liquidated damages will be assessed if Work on critical operations is not completed within the time indicated. 1. These items are critical to the [for operation of the existing distribution system] [other description of critical nature of operations]. 2. Loss of[operation of the existing distribution system] [other description of critical nature of operations] can subject the Owner to loss of revenue, additional operations cost, and fines from regulatory agencies. Special Procedures 013500-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 10/2018 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Liquidated damages have been established for each critical operation. F. Designated Critical Operations are described in more detail as follows: 1. Critical Operation 1 - [Title from Table Above]: a. [Provide detailed description of Critical Operation 1.] 2. Critical Operation 2 - [Title from Table Above]: a. [Provide detailed description of Critical Operation 2.] 3. Critical Operation 3 - [Title from Table Above]: a. [Provide detailed description of Critical Operation 3.] 1.04 OWNER ASSISTANCE NONE 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures 013500-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 10/2018 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide temporary facilities, including OPT's field office and the Contractor's field offices, storage sheds, and temporary utilities needed to complete the Work. B. Install and maintain temporary Project identification signs. Provide temporary on-site informational signs to identify key elements of the construction facilities. Do not allow other signs to be displayed. 1.02 QUALITY ASSURANCE(NOT APPLICABLE) A. Provide a total electrical heating and cooling system for the OPT's field office capable of maintaining the following conditions: 1. Heating: Minimum 75 degrees ID temp at 10 degrees ambient. 2. Cooling: Minimum 75 degrees ID temp at 105 degrees ambient. 3. Relative humidity: 48 to 54 percent. B. Inspect and test each service before placing temporary utilities in use. Arrange for all required inspections and tests by regulatory agencies, and obtain required certifications and permits for use. 1.03 DELIVERY AND STORAGE A. Arrange transportation, loading, and handling of temporary buildings and sheds. 1.04 JOB CONDITIONS A. Locate buildings and sheds at the Site as indicated or as approved by the OPT. B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing needed to clear a space adequate for the structures. C. Pay for the utilities used by temporary facilities during construction. D. Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in the performance of the Work. Provide OPT's field office complete and ready for occupancy and use within 7 days of the Notice to Proceed. E. Maintain, expand as required, and modify temporary services and facilities as needed throughout the progress of the Work. F. Remove services and facilities when approved by the OAR. G. Operate temporary facilities in a safe and efficient manner. 1. Restrict loads on temporary services or facilities to within their designed or designated capacities. 2. Provide sanitary conditions. Prevent public nuisance or hazardous conditions from developing or existing at the Site. Temporary Facilities and Controls 015000- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. Prevent freezing of pipes, flooding, or the contamination of water. 4. Maintain Site security and protection of the facilities. 1.05 OPTIONS A. Construction offices may be prefabricated buildings on skids or mobile trailers. B. Storage sheds may be prefabricated buildings on skids or truck trailers. 2.00 PRODUCTS 2.01 TEMPORARY FIELD OFFICES(FIELD OFFICE NOT REQUIRED) A. The Contractor must furnish the OPT with a field office at the Site. The field office must contain at least 120 square feet of useable space. The field office must be air-conditioned and heated and must be furnished with an inclined table that measures at least 30 inches by 60 inches and two chairs. The Contractor shall move the field office on the Site as required by the OAR. There is no separate pay item for the field office. B. Furnish a field office of adequate size for Contractor's use. Provide conference room space for a minimum of 10 people. C. Other trades may provide their own offices only when space is available at the Site, and the OPT agrees to its size, condition, and location. D. No monthly partial payments will be processed until OPT's field office facilities are completed and approved. 2.02 TEMPORARY STORAGE BUILDINGS A. Furnish storage buildings of adequate size to store any materials or equipment delivered to the Site that might be affected by weather. 2.03 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities at the Site from the commencement of the Project until Project conclusion. Maintain these facilities in a clean and sanitary condition at all times,and comply with the requirements of the local health authority. On large sites, provide portable toilets at such locations that no point in the Site shall be more than 600 feet from a toilet. B. Use these sanitary facilities. Do not use restrooms within existing or Owner-occupied buildings. 2.04 TEMPORARY HEAT(NOT APPLICABLE) A. Provide heating devices needed to protect buildings during construction. Provide fuel needed to operate the heating devices and attend the heating devices at all times they are in operation, including overnight operations. Temporary Facilities and Controls 015000-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2.05 TEMPORARY UTILITIES A. Provide the temporary utilities for administration, construction, testing, disinfection, and start-up of the Work, including electrical power, water, and telephone. Pay all costs associated with furnishing temporary utilities. 1. Provide a source of temporary electrical power of adequate size for construction procedures. a. Use existing power systems where spare capacity is available. Provide temporary power connections that do not adversely affect the existing power supply. Submit connections to the OAR for approval prior to installation. b. Provide electrical pole and service connections that comply with Laws and Regulations and the requirements of the power company. 2. Provide telephone service to the Site and install telephones inside the Contractor's and the OPT's field office. 2.06 WATER FOR CONSTRUCTION A. Provide temporary water. Potable water may be purchased from the Owner by obtaining a water meter from the Owner and transporting water from a water hydrant. Non-potable water may be used for hydraulic testing of non-potable basins or pipelines. Include the cost of water in the Contract Price. B. Contractor must comply with the City of Corpus Christi's Water Conservation and Drought Contingency Plan as amended (the "Plan"). This includes implementing water conservation measures established for changing conditions. The City Engineer will provide a copy of the Plan to Contractor at the pre-construction meeting. The Contractor will keep a copy of the Plan on the Site throughout construction. 3.00 EXECUTION 3.01 LOCATION OF TEMPORARY FACILITIES A. Locate temporary facilities in areas approved by the OAR. Construct and install signs at locations approved by the OAR. Install informational signs so they are clearly visible. 3.02 PROJECT IDENTIFICATION AND SIGNS(NOT APPLICABLE) A. The Owner will furnish two Project signs to be installed by the Contractor.The signs must be installed before construction begins and will be maintained throughout the Project period by the Contractor. The locations of the signs will be determined in the field by the OAR. 3.03 TEMPORARY LIGHTING (NOT APPLICABLE) A. Provide temporary lighting inside buildings once buildings are weatherproof. B. Provide lighting that is adequate to perform Work within any space. Temporary lights may be removed once the permanent lighting is in service. C. Provide portable flood lights at any time that Work will be performed outside the structure at night. Provide adequate lighting at any location Work is being performed. Temporary Facilities and Controls 015000-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. B. Pay for water services and maintain daily. 3.05 CONSTRUCTION FENCE (NOT APPLICABLE) A. Install and maintain a construction fence around the Site and off-site storage yards. Fence must be a minimum 6 feet high chain link construction unless shown otherwise. Provide gates with padlocks. 3.06 REMOVAL OF TEMPORARY FACILITIES A. Remove temporary buildings, sheds,and utilities at the conclusion of the Project and restore the Site to original condition or finished in accordance with the Drawings. B. Remove informational signs upon completion of construction. C. Remove Project identification signs, framing, supports, and foundations upon completion of the Project. 3.07 MAINTENANCE AND JANITORIAL SERVICE (NOT APPLICABLE) A. Provide janitorial service (sweeping/mopping) for the OPT's field office on a weekly basis or as requested. Empty trash receptacles daily or as needed. B. Maintain signs and supports in a neat, clean condition. Repair damage to structures, framings, or signs. C. Repair any damage to Work caused by placement or removal of temporary signage. D. Service, maintain, and replace, if necessary, the OPT's field office computer equipment throughout the Project as required by the OPT including replacement cartridges for all office equipment. END OF SECTION Temporary Facilities and Controls 015000-4 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment, and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater discharges from construction activities as applicable to the nature and size of the Project. Comply with all requirements of the Texas Commission on Environmental Quality(TCEQ)and Laws and Regulations. File required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent stormwater pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any stormwater system including open channels. Remove pollution control structures when no longer required to prevent stormwater pollution. 1.02 QUALITY ASSURANCE A. Construct and maintain temporary controls with adequate workmanship using durable materials to provide effective environmental management systems meeting the requirements of the Contract Documents and Laws and Regulations. Use materials that require minimal maintenance to prevent disruption of construction activities while providing adequate protection of the environment. B. Periodically inspect systems to determine that they are meeting the requirements of the Contract Documents. 1.03 DOCUMENT SUBMITTAL A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with Article 25 of SECTION 00 72 00 GENERAL CONDITIONS. B. Provide copies of notices, records, and reports required by the Contract Documents or Laws and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 1.04 STANDARDS A. Provide a SWPPP that complies with all requirements of TPDES General Permit No. TXR150000 and any other applicable Laws and Regulations. Temporary Controls 015700- 1 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter 14, Article X - titled "STORM WATER QUALITY MANAGEMENT PLANS" and any other applicable Laws and Regulations. 1.05 PERMITS A. As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate Storm Sewer System (MS4) receiving stormwater discharges from the Site: 1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity. Construction activity may commence 24 hours after the submittal of an electronic NOI. 2. Notice of Change (NOC) letter when relevant facts or incorrect information was submitted in the NOI, or if relevant information in the NOI changes during the course of construction activity. 3. Notice of Termination (NOT) when the construction Project has been completed and stabilized. B. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the general public and as required by Laws and Regulations prior to starting construction activities and maintain the posting until completion of the construction activities. C. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the SWPPP. 1.06 STORMWATER POLLUTION CONTROL A. Comply with the current requirements of TPDES General Permit No.TXR150000 as set forth by the TCEQ for the duration of the Project as applicable to the nature of the work and the total disturbed area: 1. Develop a SWPPP meeting all requirements of the TPDES General Permit. 2. Submit of a Notice of Intent to the TCEQ. 3. Develop and implement appropriate Best Management Practices as established by local agencies of jurisdiction. 4. Provide all monitoring and/or sampling required for reporting to the TCEQ. 5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit. 6. Submit copies of the reports to the Designer as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 7. Retain copies of these documents at the Site at all times for review and inspection by the OPT or regulatory agencies. Post a copy of the permit as required by Laws and Regulations. 8. Assume sole responsibility for implementing, updating, and modifying the TPDES General Permit per Laws and Regulations for the SWPPP and Best Management Practices. B. Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the Temporary Controls 015700-2 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Notice of Intent. Provide draft copies of the Notice of Intent,SWPPP,and any other pertinent TCEQ submittal documents to Owner for review prior to submittal to the TCEQ. C. Return any property disturbed by construction activities to either specified conditions or pre- construction conditions as set forth in the Contract Documents. Provide an overall erosion and sedimentation control system that will protect all undisturbed areas and soil stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques to control erosion and sedimentation and maintain these practices and techniques in effective operating condition during construction. Permanently stabilize exposed soil and fill as soon as practical during the Work. D. Assume sole responsibility for the means, methods, techniques, sequences, and procedures for furnishing, installing, and maintaining erosion and sedimentation control structures and procedures and overall compliance with the TPDES General Permit. Modify the system as required to effectively control erosion and sediment. E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final Completion. 1.07 POLLUTION CONTROL A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air-borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. 1. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off-site locations in an acceptable manner. 2. Excavate contaminated soil and dispose at an off-site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. 3. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. 4. Comply with Laws and Regulations regarding the disposal of pollutants. C. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge-contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non-contained form, or enter non-contaminated areas of the Site. 1. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the OAR. 2. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. 3. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an Temporary Controls 015700-3 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. 1.08 EARTH CONTROL A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of generation. Control stockpiled materials to eliminate interference with Contractor and Owner's operations. B. Dispose of excess earth off the Site. Provide written approval from the property owner for soils deposited on private property. Obtain approval of the Owner if this disposal impacts the use of Site or other easements. 1.09 OZONE ADVISORY DAYS A. Do not conduct roofing, priming, or hot-mix paving operations, except for repairs, on days the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of time will be allowed for each day for which priming or hot mix paving was scheduled, crews were prepared to perform this Work and the City Engineer issued ozone alert prevents this Work. Contractor will be compensated at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 1.10 MANAGEMENT OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. B. Lower the water table in the construction area by acceptable means if necessary to maintain a dry and workable condition at all times. Provide drains, sumps, casings, well points, and other water control devices as necessary to remove excess water. C. Provide continuous operation of water management actions. Maintain standby equipment to provide proper and continuous operation for water management. D. Ensure that water drainage does not damage adjacent property. Divert water into the same natural watercourse in which its headwaters are located, or other natural stream or waterway as approved by the Owner. Assume responsibility for the discharge of water from the Site. E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR and to match surrounding material at the conclusion of the Work. 1.11 DEWATERING A. This item is considered subsidiary for all dewatering methods other than "well pointing" to the appropriate bid items as described in the Bid Form where dewatering is needed to keep the excavation dry, as approved by the Designer, and shall include all costs to provide a dry foundation for the proposed improvements. B. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. Temporary Controls 015700-4 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream,the [Corpus Christi Bay] [Oso Creek] [Laguna Madre] [CC Ship Channel]. E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor's expense, prior to commencing discharge and shall be retested by the Contractor, at the Contractor's expense, a minimum of once a week. Contractor shall coordinate with the Owner on all testing. Tests will also be performed as each new area of construction is started. F. Another option for disposal of groundwater by Contractor would include pumping to the nearest wastewater system. If discharging to temporary holding tanks and trucking to a wastewater or wastewater plant, the costs for these operations shall be negotiated. Other groundwater disposal alternatives or solutions may be approved by the Designer on a case by case basis. G. Prior to pumping groundwater from a trench to the wastewater system the Contractor shall contact Wastewater Pre-treatment Coordinator at 826-1817 to obtain a "no cost" permit from the Owner's Waste Water Department. Contractor will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, allow to sit overnight, record water level again, pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to original level and overnight level. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER(NOT APPLICABLE) A. An allowance will be included in the Bid for the unanticipated disposal of contaminated groundwater. This allowance may not be needed but is provided in case contaminated groundwater is encountered during the course of the Project and does not meet the water quality requirements for discharge into the storm water or wastewater systems. This allowance includes all materials, tools, equipment, labor, transportation, hauling, coordination, and proper disposal of the contaminated water at an approved landfill, deep water injection well, or other site as agreed to by the Designer. Suggested disposal facilities would be [US Ecology (USET) in Robstown, Texas or Texas Molecular in Corpus Christi, Texas]. B. The payment for this Work will be based on the Contractor's actual costs and will be negotiated. Payment will not include costs associated with routine dewatering, which is considered subsidiary to the appropriate bid items as described in Paragraph 1.11. 1.13 DISPOSAL OF HIGHLY CHLORINATED WATER A. Dispose of water used for testing, disinfection, and line flushing. Comply with Owner's requirements and Laws and Regulation regarding the disposal of contaminated water, including water with levels of chlorine,which exceed the permissible limits for discharge into wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory Temporary Controls 015700-5 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F agencies in the disposal of all water used in the Project. Include a description and details for disposal of this water in a Plan of Action per SECTION 0135 00 SPECIAL PROCEDURES. Do not use the Owner's wastewater system for disposal of contaminated water. 1.14 WINDSTORM CERTIFICATION A. All affected materials and installation shall comply with Texas Department of Insurance Requirements for windstorm resistant construction for design wind speed as required by the current version of the International Building Code (IBC). When applicable, [Contractor] [Owner] shall be responsible for contracting with a licensed structural engineer in the State of Texas to perform all inspections and provide documentation for windstorm certification to the Texas Board of Insurance. The Contractor shall be responsible for providing all necessary design/assembly documentation for all new windows, doors, louvers, etc. to the windstorm engineer/inspectors required to conform with the requirements of the Texas Department of Insurance. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials that comply with Laws and Regulations. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with Laws and Regulations. B. Maintain controls in accordance with regulatory requirements where applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary controls when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls while they are still required. END OF SECTION Temporary Controls 015700-6 Cefe F.Valenzuela Landfill Scale House Pavement Repairs, Project No.21034 Rev 8/2019 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F PART S STANDARD SPECIFICATIONS DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 022040 STREET EXCAVATION 1. DESCRIPTION This specification shall govern all work for Street Excavation required to complete the project. 2. CONSTRUCTION METHODS (A) Stripping and Excavation Strip the top 6 inches in all areas to underlay compacted fill, curbs, base or pavement, by removing all humus, vegetation and other unsuitable materials. Unless otherwise noted, remove existing trees, shrubs, fences, curb, gutter, sidewalk, drives, paving, pipe and structures and other items within the graded area which interfere with new construction of finished grading. All suitable excavated materials shall be utilized, insofar as practicable, in constructing the required roadway sections or in uniformly widening embankments, flattening slopes, etc., as directed by the Engineer, provided that the material meets the requirements for roadway embankment as specified in Article 3 below. Unwanted or unsuitable roadway excavation and roadway excavation in excess of that needed for construction shall become the property of the Contractor to be disposed of by him outside the limits of the right-of-way at a location suitable to the Engineer. "Unsuitable" material encountered below subgrade elevation in roadway cuts, when declared unwanted by the Engineer, shall be replaced as directed by the Engineer with suitable material from the roadway excavation or with other suitable material. Maintain moisture and density until covered and protected by the subbase or base course. Remove soft or wet areas found at any time,replace with suitable material, and recompact(especially utility trenches). (B) Subgrade Preparation That area shown on the drawings for street construction shall be cut to grade, scarified to a depth not less than 6 inches, or as otherwise indicated on the drawings, and compacted to 95% Standard Proctor density (ASTM D698) to within 0 to +3% of optimum moisture. The section may be accepted if no more than 1 in 5 of the most recent moisture or density tests is beyond +1% deviation from the required moisture or density requirement. Irregularities exceeding 1/2 inch in 16 feet shall be corrected. Soft areas found at anytime shall be removed, replaced with suitable material and compacted (especially at utility trenches). The correct moisture density relationship shall be maintained until the subgrade is protected. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the subgrade, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re-compacted and refinished and retested at the expense of the Contractor until acceptable to the City. 022040 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (C) Curb Backfill and Topsoil (Sidewalks, Parkways, Islands, etc.) Fill and compact areas behind curbs and adjacent to sidewalks and driveways within 48 hours after completion of concrete work. The top 6 inches (where disturbed by construction or where unsatisfactory material is exposed by excavation) of finish earth grade shall be clean excavated material or topsoil capable of supporting a good growth of grass when fertilized and seeded or sodded. It shall be free of concrete, asphalt, shell, caliche, debris and any other material that detracts from its appearance or hampers the growth of grass. Topsoil shall meet the requirements specified in City Standard Specification Section 028020 "Seeding". (D) Matching Grades at Right-of-Way Line Finish grade at the property line shall be as shown on the drawings. The Engineer may require a reasonable amount of filling on private property where the sidewalk grade is above the property elevation. Use suitable material from the excavation. Unless otherwise directed, cuts at right-of- way lines shall be made at a slope of three horizontal to one vertical (3:1) or flatter. (E) Drainage During construction, the roadbed and ditches shall be maintained in such condition as to insure proper drainage at all times, and ditches and channels shall be so constructed and maintained as to avoid damage to the roadway section. All slopes which, in the judgment of the Engineer, require variation, shall be accurately shaped, and care shall be taken that no material is loosened below the required slopes. All breakage and slides shall be removed and disposed of as directed. 3. SELECTION OF ROADBED MATERIALS Where shown on the plans, Select Material shall be utilized to improve the roadbed, in which case the work shall be performed in such manner and sequence that suitable materials may be selected, removed separately, and deposited in the roadway within limits and at elevations required. Material used for roadway embankment shall meet the requirements of City Standard Specification Section 022100 Select Material. 4. GEOGRID If indicated on the drawings, geogrid shall be placed in the base layer according to the pavement details to provide a mechanically-stabilized aggregate base layer within the pavement structure. Geogrid shall be "Tensar TX5 Triaxial Geogrid", or pre-approved equivalent. Use (and approval) of a different product must be supported by documentation showing that the alternate pavement section will meet or exceed the required number of 18-kip equivalent single axle loads (ESAL) and structural number (SN) over the stated pavement design life, and the pavement design must be sealed and signed by a Texas professional engineer. Documentation must also include the structural design value used for the geogrid structural contribution, based on and supported by 022040 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F validated test data. Alternate pavement designs shall utilize the same structural design values for other pavement structural components (HMAC, base, sub-base) as used in the original pavement design, and the pavement designs must be approved by the Engineer and the geotechnical consultant. Contractor shall take care to protect geogrid from damage. Overlap edges of geogrid in accordance with the manufacturer's recommendations, but not less than 12 inches. Do not drive tracked equipment directly on the geogrid. Provide at least 6 inches of compacted aggregate base material over the geogrid before driving any tracked equipment over the geogrid area. Standard highway- legal rubber-tired trucks may drive over the geogrid at very slow speeds (less than 5 mph). Avoid turns and sudden starts and stops when driving on the geogrid. Any damaged geogrid shall be replaced by the Contractor at no additional cost to the City. Proper replacement shall consist of replacing the affected area adding 3 feet of geogrid in each direction beyond the limits of the affected area. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, street excavation shall be measured and paid for by the square yard to the limits shown on the drawings including excavation for street transitions. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, compacted subgrade shall be measured and paid for by the square yard to the limits shown on the drawings. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, geogrid shall be measured and paid for by the square yard to the limits shown on the drawings, excluding overlaps. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work. All work required for disposing of waste, including hauling will not be paid for directly but shall be considered subsidiary to the various contract items. 022040 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 022100 SELECT MATERIAL 1. DESCRIPTION This specification shall govern the use of Select Material to be used to treat designated sections of roadways, embankments, trenches, etc. Select material shall be non-expansive sandy clay (CL) or clayey sand (SC), in accordance with the Unified Soil Classification System (ASTM D2487). Select Material shall meet the following requirements: Free of vegetation, hard lumps,rock fragments, or other debris No clay lumps greater than 2"diameter Liquid Limit(L.L.): <35 Plasticity Index (P.L)Range: 8 to 20 Moisture Content: as specified in the drawings 2. CONSTRUCTION METHODS Select material shall be mixed uniformly and placed in layers as indicated, not to exceed 10 inches loose depth(or 12 inches maximum for sanitary sewer trench backfill per City Standard Details for Sanitary Sewers). Unless otherwise specified, the material shall be compacted to a minimum of 95% Standard Proctor density. Each layer shall be complete before the succeeding layer is placed. The finished surface of the select material shall conform to the grade and section shown on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, select material shall not be measured for pay, but shall be subsidiary to the appropriate bid item. 022100 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 022420 SILT FENCE 1. DESCRIPTION This specification shall govern all work necessary for providing and installing silt fencing required to control sedimentation and erosion during construction of the project. 2. MATERIAL REQUIREMENTS A. Geotextile shall meet the requirements for temporary silt fence per AASHTO M288. B. Fence Reinforcement Materials: Silt fence reinforcement shall be one of the following systems. Type 1: Self-Supported Fence - This system consists of fence posts, spaced no more than 8- 1/2 feet apart, and geotextile without net reinforcement. Fence posts shall be a minimum of 42 inches long, embedded at least one (1) foot into the ground, and constructed of either wood or steel. Soft wood posts shall be at least 3 inches in diameter or nominal 2 x 4 inches in cross section and essentially straight. Hardwood posts shall be a minimum of 1.5 x 1.5 inches in cross section. Fabric attachment may be by staples or locking plastic ties at least every 6 inches, or by sewn vertical pockets. Steel posts shall be T or L shaped with a minimum weight of 1.3 pounds per foot. Attachment shall be by pockets or by plastic ties if the posts have suitable projections. Type 2: Net-Reinforced Fence - This system consists of fence posts, spaced no more than 8-1/2 feet apart, and geotextile with an attached reinforcing net. Fence posts shall meet the requirements of Self-Supported Fence. Net reinforcement shall be galvanized welded wire mesh of at least 12.5-gauge wire with maximum opening size of 4 x 2 inches. The fabric shall be attached to the top of the net by crimping or cord at least every 2 feet, or as otherwise specified. Type 3: Triangular Filter Dike - This system consists of a rigid wire mesh, at least 6-gauge, formed into an equilateral triangle cross-sectional shape with sides measuring 18 inches, wrapped with geotextile silt fence fabric. The fabric shall be continuously wrapped around the dike,with a skirt extending at least 12 inches from its upslope corner. C. Packaging Requirements: Prior to installation, the fabric shall be protected from damage due to ultraviolet light and moisture by either wrappers or inside storage. 022420 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F D. Certification and Identification: Each lot or shipment shall be accompanied by a certification of conformance to this specification. The shipment must be identified by a ticket or by labels securely affixed to the fabric rolls. This ticket or label must list the following information: a. Name of manufacturer or supplier b. Brand name and style C. Manufacturer's lot number or control number d. Roll size(length and width) e. Chemical composition 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, silt fence shall be measured by the linear foot. Payment shall be at the bid price for the unit of measurement specified and shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to complete the work. Payment shall include, but not be limited to, placing, maintaining and removing the silt fence. 022420 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025208 Soil - Cement Base (5-17) 1. DESCRIPTION This specification shall govern all work required for Soil-Cement Base necessary to complete the project. 2. MATERIALS 2.1 Soil. Soil shall consist of approved material free from vegetation or other objectionable matter encountered in the existing roadbed and other acceptance material used in preparation of the roadbed in accordance with this specification. 2.2 Portland Cement. Cement shall be either Type I or II Portland cement. The Contractor, at his option, may use bulk cement, provided the apparatus for handling, weighing and spreading the cement is approved by the Engineer in writing. Cement weighing equipment shall be as specified below. 2.3 Water. Water shall be free from substances deleterious to the hardening of the cement treatment and shall be approved by the Engineer. 3. EQUIPMENT Equipment necessary for the proper construction of the work shall be on the project, in first-class working condition, and be approved by the Engineer, both as to type and condition, prior to the start of construction operations. The Contractor shall at all times provide sufficient equipment to enable continuous execution of the work and its completion in the required number of working days. Portland cement treatment for materials in place may be constructed with any machine or combination of machines and auxiliary equipment that will produce results as outlined in this specification. Mixing may be accomplished by: (1) a multiple-pass traveling mixing plant or (2) a single-pass traveling mixing plant. The equipment provided by the Contractor shall be operated by experienced and capable workmen and shall be that necessary to provide a cement treatment meeting the requirements herein specified. 4. CONSTRUCTION METHODS 4.1 General. It is the primary requirement of this specification to secure a completed course of treated material containing a uniform Portland cement mixture free from loose or segregated areas, of uniform density and moisture content, well bound for its full depth and with a smooth surface suitable for placing subsequent courses. It shall be the responsibility of the contractor to regulate the sequence of his work to process a sufficient quantity of material to provide full depth as shown on plans, to use the proper amount of Portland cement, maintain the work and rework the courses as necessary to meet the above requirements. Cement treatment shall not be mixed or placed when the air temperature is below 40F and is falling, but may be mixed or placed when the air temperature is above 35F and is rising, the temperature being taken in 025208 12/9/8 Page 1 of 5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F the shade and away from artificial heat and with the further provision that cement treatment shall be mixed or placed only when weather conditions, in the opinion of the Engineer, are suitable. 4.2 Preparation of Roadbed. Before other construction operations are begun, the roadbed shall be graded and shaped as required to construct the Portland cement treatment for material in place in conformance with the lines, grades, thickness and typical cross section shown on the plans. Unsuitable soil or material shall be removed and replaced with acceptable soil. The sub grade shall be firm and able to support without displacing the construction equipment and the compaction hereinafter specified. Soft or yielding sub grade shall be corrected and made stable before construction proceeds. 4.3 Pulverization. The soil shall be so pulverized that, at the completion of moist-mixing, when all non-slaking aggregate retained on the No. 2 sieve are removed, the remaining material shall meet the following requirements when tested from the roadway in the roadway condition by Test Method Tex-101-E (Part III) . Percent Minimum passing 1-inch sieve . . . . . . . . 100 Minimum passing No. 4 sieve . . . . . . . . . 80 Old bituminous wearing surface shall be pulverized so that 100 percent will pass the 2-inch sieve. 4.4 Application of Cement (Road mix) . Portland cement shall be spread uniformly on the soil at the rate specified on the plans or approved by the Engineer. If a bulk cement spreader is used, it shall be positioned by string lines or other approved method during spreading to insure a uniform distribution of cement. Cement shall be applied only to such an area that all the operations can be continuous and completed in daylight within 6 hours of such application. The percentage of moisture in the soil, at the time of cement application, shall not exceed the quantity that will permit uniform and intimate mixture of soil and cement during dry mixing operations, and it shall not exceed the specified optimum moisture content for the soil cement mixture. No equipment, except that used in spreading and mixing, will be allowed to pass over the freshly spread cement until it is mixed with the soil. 4.5 Mixing and Processing. Unless otherwise shown on the plans, either method (a) or (b) below may be used at the option of the Contractor. (a) Multiple-Pass Traveling Mixing Plant. After the cement has been applied, it shall be dry-mixed with the soil. Mixing shall continue until the cement has been sufficiently blended with the soil to prevent the formation of cement balls when water is applied. Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than 30 minutes. Immediately after the dry mixing of soil and cement is complete, water as necessary shall be uniformly applied and incorporated into the mixture. 025208 12/9/8 Page 2 of 5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Pressurized equipment and water supply provided shall be adequate to insure continuous application of the required amount of water to sections being processed within 3 hours of application of the cement. Proper care shall be exercised to insure proper moisture distribution at all times. After the last increment of water has been added, mixing shall continue until a thorough and uniform mix has been obtained. (b) Single-Pass Traveling Mixing Plant. After the cement has been applied it shall be sufficiently dry-mixed with the soil to prevent the formation of cement balls when water is applied. Un-pulverized soil lumps in the soil cement mixture immediately behind the mixer will not be allowed. Should this condition prevail, the Contractor shall "pre-wet" the raw soil as necessary to correct this condition. The water shall be provided with means for visibly and accurately gauging the water application. The water shall be applied uniformly through a pressure spray bar. After cement is spread, mixing operations shall proceed as follows: The mixer shall in one continuous operation mix the air-dry soil and cement full depth, and the required moisture uniformly, thoroughly moist- mix the soil, cement and water, spread the completed soil cement mixture evenly over the machine processed width of the sub grade and leave it in a loose condition ready for immediate compaction. The soil and cement mixture shall not remain undisturbed, after mixing and before compacting, for more than 30 minutes. 4.6 Compaction and Finishing. The material shall be compacted to not less than 98% standard proctor unless otherwise shown on the plans. At the start of compaction, the percentage of moisture in the mixture and in un- pulverized soil lumps, based on over-dry weights, shall not be below or more than two percentage points above the specified optimum moisture content and shall be less than that quantity which will cause the soil cement mixture to become unstable during compaction and finishing. When the un-compacted soil cement mixture is wetted by rain so that the average moisture content exceeds the tolerance given at the time of final compaction, the entire section shall be reconstructed in accordance with this specification at the sole expense of the Contractor. Prior to the beginning of compaction, the mixture shall be in a loose condition for its full depth. The loose mixture then shall be uniformly compacted to the specified density within 2 hours. After the soil and cement mixture, excepting the top mulch, is compacted, water shall be uniformly applied as needed and thoroughly mixed in with a spike tooth harrow or equal. The surface shall then be reshaped to its required lines, grades and cross section and then lightly scarified to loosen any imprint left by the compacting or shaping equipment. The resulting surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned" or "tight bladed" by a power grader to a depth necessary to remove all loosened soil and cement from the section. The surface shall then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed during rolling. If plus No. 4 aggregate is present in the mixture; one complete coverage of the section with the flat wheel roller shall be made immediately after the "clipping" operation. When directed by the Engineer, surface finishing methods may be varied from this procedure provided a dense, uniform surface, free of surface compaction planes, is produced. The moisture 025208 12/9/8 Page 3 of 5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F content of the surface material must be maintained at its specified optimum during all finishing operations. Surface compaction, rolling, blading and finishing shall proceed in such a manner as to produce a smooth, closely knit surface, free of cracks, ridges or loose material conforming to the crown, grade and line shown on the plans, within 3 hours of initial mixing. 5. CURING 5.1 Protection and Cover. After the cement treated course has been finished as specified herein, the surface shall be protected against rapid drying by either of the following curing methods for a period shown on plans but in no case less than 3 days or until the surface or subsequent courses are placed: (a) Maintain in a thorough and continuously moist condition by sprinkling. (b) Apply a 2-inch layer of earth on the completed course and maintain in a moist condition. (c) Apply a single course surface treatment. Unless shown otherwise on the plans, the asphalt shall be HFRS-2, in accordance with "Asphalts, Oils and Emulsions" in the Texas Department of Highways and Public Transportation Standard Specifications. The single course surface treatment shall be placed in accordance with Section 025418 "Surface Treatment, except HFRS-2 asphalt shall be used in lieu of AC-5 and the asphalt shall be applied at .5 gallons per square yard. 5.2 Surface. The surface or other base courses may be applied on the finished base as soon after completion as operations will permit. 6. CONSTRUCTION JOINTS At the end of each day's construction, a straight transverse construction joint shall be formed by cutting back into the total width of completed work to form a true vertical face free of loose and shattered material. Cement treatment for large, wide areas shall be built in a series of parallel lanes of convenient length and width meeting and approval of the Engineer. 7. TRAFFIC Completed sections of cement treated material in place may be opened immediately to local traffic and to construction equipment after application of the single course surface treatment and to all traffic after the final surface course, provided the cement treated course has hardened sufficiently to prevent marring or distorting the surface by equipment or traffic. S. MAINTENANCE The Contractor shall be required, within the limits of his contract, to maintain the cement treated course in good condition until all work has been completed and accepted. Maintenance shall include immediate repairs of any defects that may occur. This work shall be done by the Contractor at his own expense and repeated as often as may be necessary to keep the area continuously intact. Faulty work shall be replaced for the full depth of treatment. It is the intent of this specification that the Contractor constructs the plan depth of cement treatment in one homogeneous mass. 025208 12/9/8 Page 4 of 5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 9. MEASUREMENT AND PAYMENT Unless indicated otherwise in the Proposal, Soil-Cement Base shall be measured by the square yard at each application rate specified. Measurement shall include, but not be limited to, furnishing, storing and applying cement; preparation of roadbed, application of cement, mixing, watering, compacting, finishing, curing and maintenance; and all other work as specified. 025208 12/9/8 Page 5 of 5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025223 CRUSHED LIMESTONE FLEXIBLE BASE 1. DESCRIPTION This Specification shall govern all work for furnishing and placing Crushed Limestone Flexible Base required to complete the project. 2. MATERIAL Crushed Limestone Flexible Base shall consist of crushed limestone produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source, meeting the requirements for Type `A' material as specified in Texas Department of Transportation (TxDOT) Specification Item 247 "Flexible Base". Crushed gravel or uncrushed gravel shall not be acceptable. No blending of sources and/or additive materials will be allowed. The material shall be free of vegetation and shall be approved by the Engineer. All acceptable material shall be screened and the oversize shall be crushed and returned to the screened material in such a manner that a uniform product will be produced which meets all of the physical requirements for Grade 1-2 as specified in TxDOT Specification Item 247 "Flexible Base". 3. TESTING The City will engage a laboratory and pay for one test each gradation, liquid limit,plasticity index, modified proctor, moisture-density relation, CBR, and necessary field densities. The Engineer may call for additional tests at any time. The cost of all retests, in case of failure to meet specifications, will be deducted from the Contractor's payment. The City will pay for proctor and soil constants and abrasion tests at the rate described in the materials testing schedule. If material changes, the Contractor shall pay the cost of additional tests required by the Engineer. The Engineer may waive testing and/or lime admix for small amounts for unimportant uses. 4. CONSTRUCTION METHODS Prior to placement of flexible base, the surface of the previous underlying course shall be finished true to line and grade as established, and in conformity with the typical section shown on the drawings. Grade tolerance shall be generally 1/2 inch, and highs and lows must approximately balance. If called for in the drawings or elsewhere in the contract documents, geogrid, as specified in City Standard Specification Section 022040 "Street Excavation", shall be placed as indicated. Flexible base shall be delivered and spread the same day if possible(no later than the next day). Base shall be mixed as required to produce a uniform mixture with water. Base shall be placed in uniform lifts not to exceed 10 inch loose lifts or 8 inch compacted lifts. Moisture and density requirements shall be as indicated on the drawings, typical minimum 98% Modified Proctor 025223 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (ASTM D1557) under flexible pavements or typical minimum 98% Standard Proctor (ASTM D698) under concrete pavement and to within + 2% of optimum moisture. The section may be accepted if no more than 1 of the 5 most recent moisture or density tests is outside of the specified limits, and the failed test is within+1%deviation from specified moisture or density requirements. The surface of the compacted base, after meeting moisture and density requirements, shall be primed in accordance with City Standard Specification Section 025412"Prime Coat". On completion of compaction and priming, the surface shall be smooth and conform to lines, grades, and sections shown on the drawings. Areas with any deviation in excess of 1/4 inch in cross-section and in lengths of 16 feet measured longitudinally shall be corrected by loosening, adding or removing material,reshaping, and recompacting by repriming and rolling. Moisture and density shall be maintained until the paving is complete. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the base, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re-compacted, refinished, and retested at the expense of the Contractor until acceptable to the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, crushed limestone flexible base shall be measured by the square yard complete in place. Payment shall be full compensation for all materials, royalty, hauling, placing, compacting, labor, equipment, tools, and incidentals necessary for the completion of work. Prime shall be measured and paid under separate bid item if specified on the Bid Form. Geogrid shall be measured and paid under separate bid item if specified on the Bid Form. 025223 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025404 ASPHALTS, OILS AND EMULSIONS 1. DESCRIPTION This specification shall govern all work for asphalt cement, cut-back and emulsified asphalts, performance-graded asphalt binders, and other miscellaneous asphaltic materials required to complete the project. 2. MATERIALS When tested according to Texas Department of Transportation Test Methods,the various materials shall meet the applicable requirements of TxDOT Specification Item 300, "Asphalts, Oils, and Emulsions" (Latest Edition). 3. STORAGE, HEATING AND APPLICATION TEMPERATURES Store and apply asphaltic materials in accordance with TxDOT Item 300 (Latest Edition) at the lowest temperature yielding satisfactory results. Follow the manufacturer's instructions for any agitation requirements in storage and in application and storage temperatures. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,asphalts,oils and emulsions shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025404 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025412 PRIME COAT 1. DESCRIPTION This specification shall consist of an application of asphalt material on the completed base course and/or other approved area in accordance with this specification. Prime Coat shall not be applied when the air temperature is below 60° F and falling, but it may be applied when the air temperature is above 50°F and is rising; the air temperature being taken in the shade and away from artificial heat. Asphalt material shall not be placed when general weather conditions, in the opinion of the Engineer, are not suitable. 2. MATERIALS The asphalt material used for the prime coat shall be MC-30 medium-curing cutback asphalt or AE-P asphalt emulsion prime, unless otherwise specified, and when tested by approved laboratory methods shall meet the requirements of City Standard Specification Section 025404 "Asphalts, Oils and Emulsions". Blotter material shall be native sand. 3. CONSTRUCTION METHODS When, in the opinion of the Engineer, the area and/or base is satisfactory to receive the prime coat, the surface shall be cleaned of dirt, dust, and other deleterious matter by sweeping or other approved methods. If found necessary by the Engineer, the surface shall be lightly sprinkled with water just prior to application of the asphalt material. The asphalt material shall be applied on the clean surface by an approved type of self-propelled pressure distributor so operated as to distribute the material in the quantity specified, evenly and smoothly under a pressure necessary for proper distribution. The Contractor shall provide all necessary facilities for determining the temperature of the asphalt material in all of the heating equipment and in the distributor, for determining the rate at which it is applied, and for securing uniformity at the junction of two distributor loads. All storage tanks, piping, retorts, booster tanks and distributors used in storing or handling asphalt material shall be kept clean and in good operating condition at all times, and they shall be operated in such manner that there will be no contamination of the asphalt material with foreign material. It shall be the responsibility of the Contractor to provide and maintain in good working order a recording thermometer at the storage-heating unit at all times. The distributor shall have been recently calibrated and the Engineer shall be furnished an accurate and satisfactory record of such calibration. After beginning of the work, should the yield on the asphalt material applied appear to be in error, the distributor shall be calibrated in a manner satisfactory to the Engineer before proceeding with the work. 025412 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Prime shall be applied at a temperature within the recommended range per City Standard Specification Section 025404 "Asphalts, Oils and Emulsions", with that range being 70 to 150 degrees F. Application rate shall be not less than 0.15 gallon per square yard, unless otherwise specified. The Contractor shall be responsible for the maintenance of the surface until the Engineer accepts the work. No traffic hauling or placement of any subsequent courses shall be permitted over the freshly applied prime coat until authorized by the Engineer. Spread blotter material before allowing traffic to use a primed surface. Allow sufficient time for the prime coat to cure properly before applying surface treatment or asphaltic concrete pavement. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, prime coat shall be measured by the gallon of asphalt material applied. Payment shall include furnishing, heating, hauling and distributing the asphalt material as specified; for furnishing, spreading and removing sand blotter material; for all freight involved; and for all manipulation, labor, materials, tools, equipment and incidentals necessary to complete the work. 025412 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025424 HOT MIX ASPHALTIC CONCRETE PAVEMENT (Class A) 1. DESCRIPTION This specification shall govern all work required for furnishing and laying Hot Mix Asphalt Concrete (HMAC) surface, binder and base courses required to complete the project. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS 2.1. Aggregate. The aggregate shall consist of a blend of course aggregate, fine aggregate and, if required, a mineral filler. 2.1.1. Coarse Aggregate shall consist of that fraction of aggregate retained on a No. 10 sieve and shall consist of crushed furnace slag, crushed stone, or crushed gravel. Deleterious material in course aggregate shall not exceed 2% per TxDOT Test Method TEX-217-17. Course aggregate shall be crushed such that a minimum of 85%of the particles have more than one crushed face, unless noted otherwise on the plans. Los Angeles abrasion losses for course aggregate shall not exceed 40%by weight for the surface course and 45%for the binder and base courses per TxDOT Test Method TEX-410-A. Polish Value not less than 30 for aggregate used in the surface course per TxDOT Test Method TEX-438-A. 2.1.2. Fine Aggregate is defined as the fraction passing a No. 10 sieve and shall be of uniform quality. Fine aggregate shall consist of screenings of material that pass the Los Angeles abrasion requirements in paragraph 2.1.1 above. Screenings shall be blended with a maximum of 15% uncrushed aggregate or field sand for Type D mixes, or a maximum of 10%uncrushed aggregate or field sand for Type A, B, and C mixes. Grading of fine aggregate shall be as follows: Sieve Size Percent Passing by Weight No. 10 100 No. 200 0-15 025424 Page 1 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2.1.3 Filler shall consist of dry stone dust,Portland cement,hydrated lime, or other mineral dust approved by the Engineer. Grading of filler shall be as follows: Sieve Size Minimum Percent Passing by Weight No. 30 95 No. 80 75 No. 200 55 2.2. Reclaimed Asphalt Pavement(RAP). Reclaimed asphalt pavement maybe incorporated into the hot mix asphalt concrete furnished for the project, provided that the mixture is designed per the TxDOT Methods and meets the applicable provisions of said TxDOT Item 340 and this specification. 2.3. Asphalt. Asphalt Material shall be in accordance with Standard Specification Section 025404 "Asphalt, Oils and Emulsions" and AASHTO. 2.3.1. Paving Mixture: APPLICATION ASPHALT GRADE Residential or low volume PG 64-22 Collector Surface Course PG 70-22 Binder Course PG 64-22 Arterial Surface Course PG 76-22 Binder Course PG 64-22 Base Courses PG 64-22 2.3.2. Tack Coat shall consist of an emulsion, SS-1 diluted with equal volume of water and applied at a rate ranging from 0.05 to 0.15 gallon per square yard. 3. PAVING MIXTURE 3.1. Mix Design. The mixture shall be designed in accordance with TxDOT Bulletin C-14 and TxDOT Test Method TEX-204-F to conform to the requirements of this specification. The Contractor shall furnish the mix design for the j ob-mix to be used for the project,unless shown otherwise on the drawings. The mix design shall be submitted prior to placement of the mixture. The design procedures are actually intended to result at a job-mix with properties in compliance with these specifications,and when properly placed the j ob-mix will be durable 025424 Page 2 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F and stable. The sieve analysis of the job-mix shall be within the range of the Master Gradation and Tolerances specified herein. The job-mix shall meet the density and stability requirements as specified and shall be included with the mix design as submitted per above. If the specific gravity of any of the types of aggregates differs by more than 0.3,use volume method. Plot sieve analysis of job-mix; percent passing versus size on four-cycle semi-log paper or other appropriate type paper. Show tolerance limits and Limits of Master Gradation. 3.2. Master Gradation of Aggregate. The aggregate for the type of mix specified shall be within the following tabulated limits per TxDOT Test Method TEX-200-F (Dry Sieve Analysis): Type Sieve A B C D Size Course Fine Course Fine Base Base Surface Surface 1-1/2" 100 1-1/4" 95-100 1" 100 7/8" 70-90 95-100 100 5/8" 75-95 95-100 1/2" 50-70 100 3/8" 60-80 70-85 85-100 1/4" No. 4 30-50 40-60 43-63 50-70 No. 10 20-34 27-40 30-40 32-42 No. 40 5-20 10-25 10-25 11-26 No. 80 2-12 3-13 3-13 4-14 No. 200 1-6* 1-6* 1-6* 1-6* VMA minimum 11 12 13 14 025424 Page 3 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F * 2-8 when TxDOT Test Method Tex-200-F,Part H(Washed Sieve Analysis)is used. 3.3. Tolerances. The mixture delivered to the job site shall not vary from the job-mix by more than the tolerances specified below. The gradation of the produced mix shall not fall outside the Master Grading Limits, with the following exceptions: for Type B material coarser than 3/8" and for Type D material coarser than 44. Variations from job-mix shall not exceed the following limits, except as noted above: Item: Tolerances Percent by Weight or Volume 1" to No. 10 Plus or Minus 5.0 No. 40 to No. 200 Plus or Minus 3.0 Asphalt Weight Plus or Minus 0.5 Asphalt Volume Plus or Minus 1.2 3.4. Mix Properties. The mixture shall have a minimum Hveem stability of 40 for Type A, B, and C mixes, and 35 for Type D mixes per TxDOT Test Method TEX-208-F at an optimum density of 96% (plus or minus 1.5) of theoretical maximum density per TxDOT Test Methods TEX-227-F and TEX-207-F. 3.5. Sampling and Testing of Raw Materials. The Contractor shall sample materials as necessary to produce a mix in compliance with these specifications. 4. EQUIPMENT 4.1. Mixing_ Plants. Mixing plants shall be either the weigh batching type or the drum mix type. Both types shall be equipped with satisfactory conveyors, power units, aggregate handling equipment, aggregate screens and bins (weigh batch only), and pollution control devices as required. 4.2. Truck Scales. A set of truck scales, if needed for measurement, shall be placed at a location approved by the Engineer. 4.3. Asphalt Material Heating Equipment. Asphalt material heating equipment shall be adequate to heat the required amount of material to the desired temperature. Agitation with steam or air will not be permitted. The heating apparatus shall be equipped with a recording thermometer with a 24-hour continuous chart that will record the temperature of the asphalt at the highest temperature. 4.4. Surge-Stora System.SySystem. A surge-storage system may be used provided that the mixture coming out of the bins is of equal quality to that coming out of the mixer. The system shall be equipped with a gob hopper, rotating chute or other devices designed to minimize segregation of the asphalt mixture. 4.5. Laydown Machine. The laydown machine shall be capable of producing a surface that will meet the requirements of the typical cross section, of adequate power to propel the 025424 Page 4 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F delivery vehicles,and produce the surface tolerances herein required. It shall be wide enough to lay a 28-foot street(back-to-back of curbs) in a maximum of two passes. 4.6. Rollers. All rollers shall be self-propelled and of any type capable of obtaining the required density. Rollers shall be in satisfactory operating condition and free from fuel, hydraulic fluid, or any other fluid leaks. 5. STORAGE, PROPORTIONING AND MIXING 5.1. Storage and Heating of f Asphalt Materials. Asphalt cement shall not be heated to a temperature in excess of that recommended by the producer. Asphalt storage equipment shall be maintained in a clean condition and operated in such a manner that there will be no contamination with foreign matter. 5.2. Feeding and Dryin_ g of Aggregates. The feeding of various sizes of aggregate to the dryer shall be done in such a manner that a uniform and constant flow of materials in the required proportions will be maintained. In no case shall the aggregate be introduced into the mixing unit at a temperature in excess of 350 degrees F. 5.3. Proportioning. All materials shall be handled and proportioned in a manner that yield an acceptable mixture as herein specified and as defined by the job-mix. 5.4. Mixing. 5.4.1. Weigh Batch Plant. In charging the weigh box and in charging the pugmill from the weigh box,such methods or devices shall be used as necessary to minimize segregation of the mixture. 5.4.2. Drum Mix Plant. The amount of aggregate and asphalt cement entering the mixer and the rate of travel through the mixer shall be coordinated so that a uniform mixture of the desired gradation and asphalt content will be produced. 5.4.3. The mixture produced from each type of plant shall not vary from the j o> b-mix by more than the tolerances and restrictions herein specified. The mixture when discharged from the plant shall have a moisture content not greater than one percent by weight of total mix when determined by TxDOT Test Method TEX-212-F. 5.4.4. The mixture produced from each type of plant shall be at a temperature between 250 and 325 degrees F. After a target mixing temperature has been established, the mixture when discharged from the mixer shall not vary from this temperature by more than 25 degrees F. 6. CONSTRUCTION METHODS 6.1. Construction Conditions. For mat thicknesses greater than 1.5 inches, the asphalt material may be placed with a laydown machine when the air temperature is 40 degrees F and 025424 Page 5 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F rising but not when the air temperature is 50 degrees F and falling. In addition,mat thickness less than and including 1.5 inches shall not be placed when the temperature of the surface on which the mat is placed is below 50 degrees F. All subsurface utilities shall be inspected, tested, and accepted prior to paving. 6.2. Prime Coat. If a prime coat is required, it shall be applied and paid for as a separate item conforming to the requirements of City Standard Specification Section 025412"Prime Coat", except the application temperature shall be as provided above. The tack coat or asphaltic concrete shall not be applied on a previously primed flexible base until the primed base has completely cured to the satisfaction of the Engineer. 6.3. Tack Coat. Before the asphalt mixture is laid,the surface upon which the tack coat is to be placed shall be thoroughly cleaned to the satisfaction of the Engineer. The surface shall be given a uniform application of tack coat using materials and rates herein specified and/or as shown on the plans. The tack coat shall be rolled with a pneumatic tire roller as necessary. Tack coat is required before any pavement course not placed immediately following the previous course placement. 6.4. Transporting Asphalt Concrete. The asphalt mixture shall be hauled to the job site in tight vehicles previously cleaned of all foreign matter. In cool weather or for long hauls, canvas covers and insulated truck beds may be necessary. The inside of the bed may be given a light coating of lime water or other suitable release agent necessary to prevent from adhering. Diesel oil is not allowed. 6.5. Placing. The asphalt mixture shall be spread on the approved prepared surface with a laydown machine or other approved equipment in such a manner that when properly compacted, the finished surface will be smooth and of uniform density, and meet the requirements of the typical cross section as shown on the plans. 6.5.1. Flush Structures. Adjacent to flush curbs, gutters, liners and structures, the surface shall be finished uniformly high so that when compacted, it will be slightly above the edge of the curb and flush structure. 6.5.2. Construction joints of successive courses of asphaltic material shall be offset at least six inches. Construction joints on surface courses shall coincide with lane lines, or as directed by the Engineer,but shall not be in the anticipated wheel path of the roadway. 6.6. Compacting. The asphalt mixture shall be compacted thoroughly and uniformly with the necessary rollers to obtain the required density and surface tolerances herein described and any requirements as shown on the plans. Regardless of the method of compaction control followed, all rolling shall be completed before the mixture temperature drops below 175 degrees F. 025424 Page 6 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6.7. In-Place Density. In-place density control is required for all mixtures except for thin, irregular level-up courses. Material should be compacted to between 96% and 92% of maximum theoretical density or between 4% and 8% air voids. Average density shall be greater than 92%and no individual determination shall be lower than 90%. Testing shall be in accordance with TxDOT Test Methods TEX-207-F and TEX-227-F. Pavement specimens,which shall be either cores or sections of the compacted mixture,will be tested as required to determine the percent air voids. Other methods, such as nuclear determination of in-place density,which correlate satisfactorily with actual project specimens may be used when approved by the Engineer. 6.8. Thickness. The total compacted average thickness of the combined HMAC courses shall not be less than the amount specified on the drawings. No more than 10% of the measured thickness(es)shall be more than 1/4 inch less than the plan thickness(es). If so,the quantity for pay shall be decreased as deemed appropriate by the Engineer. 6.9. Surface Smoothness Criteria and Tests. The pavement surface after compaction, shall be smooth and true to the established lines, grade and cross-section. The surface shall be tested by the City with the Mays Roughness Meter. The Mays Roughness Value for each 600-foot section shall not exceed ninety inches per mile per traffic lane. For each 600-foot section not meeting this criteria, the Engineer shall have the option of requiring that section to be reworked to meet the criteria,or paying an adjusted unit price for the surface course. The unit price adjustment shall be made on the following basis: Adjusted Unit Price= (Adjustment Factor)X Surface Course Unit Bid Price The adjustment factor shall be: For Residential Streets: Adjustment Factor= 1.999 - 0.0111 M For All Other Class Streets (Non Residential) Adjustment Factor= 1.287 - 0.0143 M Where M =Mays Roughness Value In no case shall the Contractor be paid more than the unit bid price. If the surface course is an inverted penetration (surface treatment) the Mays Roughness Value observed will be reduced by ten inches per mile,prior to applying the above criteria. Localized defects (obvious settlements, humps, ridges, etc.) shall be tested with a ten-foot straightedge placed parallel to the roadway centerline. The maximum deviation shall not 025424 Page 7 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F exceed 1/8 inch in ten feet. Areas not meeting this criteria shall be corrected to the satisfaction of the Engineer. Pavement areas having surface irregularities, segregation, raveling or otherwise deemed unacceptable by the Engineer shall be removed and replaced by the Contractor in a manner approved by the Engineer, at no additional cost to the City. 6.10. Opening to Traffic. The pavement shall be opened to traffic when directed by the Engineer. The Contractor's attention is directed to the fact that all construction traffic allowed on pavement open to the public will be subj ect to the State laws governing traffic on highways. If the surface ravels, it will be the Contractor's responsibility to correct this condition at his expense. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hot mix asphaltic concrete pavement shall be measured by the square yard of the type and thickness of"Hot Mix Asphaltic Concrete" as shown on the drawings. The Contractor shall provide the Engineer with copies of the "pay ticket" identifying the truck and showing the gross empty weight of the truck with driver as it arrives at the plant and the gross loaded weight of the truck with driver as it leaves the plant. The measured amount will be the difference of the loaded and empty trucks converted to tons. Payment shall be full compensation for quarrying,furnishing all materials,freight involved; for all heating, mixing, hauling, cleaning the existing base course or pavement, tack coat, placing asphaltic concrete mixture, rolling and finishing; and for all manipulations, labor, tools, equipment, and incidentals necessary to complete the work except prime coat when required. Prime coat,performed where required,will be measured and paid for in accordance with the provisions governing City Standard Specification Section 025412 "Prime Coat". All templates, straightedges, scales, and other weight and measuring devices necessary for the proper construction, measuring and checking of the work shall be furnished, operated and maintained by the Contractor at his expense. Any paving placed prior to inspection,testing, and acceptance of underground utilities may be rejected by the City and will be replaced at the Contractor's expense after correcting any subsurface utility defects. Pavement that fails to meet the in place density criteria may be rejected by the City and will be replaced at the Contractor's expense,or such pavement may, at the City's discretion, be accepted by the City and the unit price for payment shall be reduced as deemed appropriate by the Engineer. 025424 Page 8 of 8 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025620 PORTLAND CEMENT CONCRETE PAVEMENT 1. DESCRIPTION This specification shall govern for the construction of Portland cement concrete pavement on a prepared subgrade or base course, in accordance with the typical sections shown on the drawings. The concrete shall be composed of Portland cement, aggregates (fine and coarse), admixtures if desired or required, and water,proportioned and mixed as hereinafter provided. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS (1) Cement The cement shall be either Type I, Type II or Type III Portland cement conforming to ASTM Designation: C150, modified as follows: Unless otherwise specified by the Engineer, the specific surface area of Type I and II cements shall not exceed 2000 square centimeters per gram (Wagner Turbidimeter— TxDOT Test Method Tex-310-D). The Contractor shall furnish the Engineer with a statement as to the specific surface area of the cement, expressed in square centimeters per gram, for each shipment. For concrete pavements, strength requirements shall be demonstrated using flexural (beam) or compressive(cylinder)tests as required in the drawings. Either Type I or II cement shall be used unless Type II is specified on the plans. Except when Type II is specified on the plans, Type III cement may be used when the anticipated air temperature for the succeeding 12 hours will not exceed 60°F. Type III cement shall be used when high early strength concrete pavement is specified on the drawings. Different types of cement may be used in the same project, but all cement used in any one monolithic placement of concrete pavement shall be of the same type and brand. Only one brand of each type of cement will be permitted in any one project unless otherwise authorized by the Engineer. Cement may be delivered in bulk where adequate bin storage is provided. All other cement shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. Similar information shall be provided in the bills of lading accompanying each shipment of packaged or bulk cement. Bags shall contain 94 pounds net. All bags shall be in good condition at time of delivery. All cement shall be properly protected against dampness. No caked cement will be accepted. 025620 Page 1 of 5 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. (2) Mixing Water Water for use in concrete and for curing shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". (3) Coarse Aggregate Coarse aggregate for use in concrete mixture shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete", Grade No. 2. (4) Fine Aggregate Fine aggregate for use in concrete mixture shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete", Grade No. 1. (5) Mineral Filler Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material. (6) Mortar(Grout) Mortar for repair of concrete pavements shall consist of 1 part cement, 2 parts finely graded sand, and enough water to make the mixture plastic. When required to prevent color difference, white cement shall be added to produce the color required. When required by the Engineer, latex adhesive shall be added to the mortar. (7) Admixtures Calcium chloride will not be permitted. Unless otherwise noted, air-entraining, retarding and water-reducing admixtures may be used in all concrete and shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". (8) Reinforcing Steel Unless otherwise designated on the plans, all steel reinforcement shall be deformed bars, and shall conform to ASTM Designation: A615, Grade 60, and shall be open hearth, basic oxygen or electric furnace new billet steel in accordance with City Standard Specification Section 032020 "Reinforcing Steel". Dowels shall be plain billet steel smooth bars conforming to ASTM Designation: A615, Grade 60, and shall have hot-dip galvanized finish. 3. STORAGE OF MATERIALS All cement and aggregate shall be stored and handled in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 025620 Page 2 of 5 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 4. MEASUREMENT OF MATERIALS Measurement of the materials, except water, used in batches of concrete, shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 5. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design to comply with the requirements herein and in accordance with THD Bulletin C-11. The Contractor shall perform, at his own expense, the work required to substantiate the design, except the testing of strength specimens, which will be done by the Engineer. Complete concrete design data shall be submitted to the Engineer for approval. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the plans. In lieu of the above mix design responsibility, the Contractor may accept a design furnished by the Engineer; however, this will not relieve the Contractor of providing concrete meeting the requirements of these specifications. Trial batches will be made and tested using all of the proposed ingredients prior to placing the concrete, and when the aggregate and/or brand of cement or admixture is changed. Trial batches shall be made in the mixer to be used on the job. When transit mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. Batch size shall not be less than 50 percent of the rated mixing capacity of the truck. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that no substantial change in any of the proposed ingredients has been made. This specification section incorporates the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 6. CONSISTENCY In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water, the Contractor may use, or the Engineer may require, an approved water-reducing or retarding agent, or the Contractor shall furnish additional aggregates or aggregates with different characteristics, which will produce the required results. Additional cement may be required or permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. The concrete shall be 025620 Page 3 of 5 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. Excessive bleeding shall be avoided. Slump requirements shall be as specified in Table 1. TABLE 1 Slump Requirements Construction Method Desired Slump Minimum Slump Maximum Slump Concrete Pavement(slipformed) 1.5 inches I inch 3 inches Concrete Pavement(formed) 4 inches 2.5 inches 6.5 inches NOTE: No concrete will be permitted with slump in excess of the maximum shown. 7. QUALITY OF CONCRETE The concrete shall be uniform and workable. The cement content, maximum allowable water- cement ratio, desired slump, minimum slump, maximum slump, and the strength requirements of the class of concrete for concrete pavement shall conform to the requirements of Table 1 and Table 2 and as required herein. During the process of the work, the Engineer will cast test beams or cylinders as a check on the flexural or compressive strength of the concrete actually placed. Testing shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". If the required flexural or compressive strength is not secured with the cement specified in Table 2, changes in the batch design will be made. The concrete shall meet either the minimum flexural (beam) strength (7-day or 28-day) or minimum compressive strength (7-day or 28-day) shown in Table 2. TABLE 2 Class of Concrete for Concrete Pavement Class Minimum Minimum Maximum of Flexural(Beam) Compressive Water-Cement Coarse Concrete Strength Strength Ratio Aggregate P* 450 psi(7 days) 3200 psi(7 days) 5.6 gal./sack No.2(1�/z") 570 psi(28 days) 4000 psi(28 days) 0.50 * 5%entrained air 8. MIXING CONDITIONS The concrete shall be mixed in quantities required for immediate use. Any concrete which is not in place within the limits outlined in City Standard Specification Section 038000 "Concrete Structures", Article "Placing Concrete-General", shall not be used. Re-tamping of concrete will not be permitted. 025620 Page 4 of 5 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Mixing conditions shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 9. MIXING AND MIXING EQUIPMENT Mixing and mixing equipment shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 10. READY-MIX PLANTS The requirements for ready-mix plants shall be as specified in City Standard Specification Section 030020 "Portland Cement Concrete". 11. PLACING, CURING AND FINISHING All subsurface utilities must be inspected, tested, and accepted prior to any paving. Subgrade preparation shall be as specified on the plans. The placing of concrete, including construction of forms and falsework, curing and finishing shall be in accordance with City Standard Specification Section 038000 "Concrete Structures". For membrane curing, curing material shall conform to Type 2, Class A curing compound, or as otherwise shown on the drawings. 12. JOINTS IN CONCRETE PAVEMENT The placing of joints in concrete pavement shall be in accordance with City Standard Specification Section 038000 "Concrete Structures" and as detailed on the drawings. 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete for concrete pavement(s), which will constitute the completed and accepted pavement(s) in-place, will be measured by the square yard or square foot for the indicated thickness and type of cement. Payment shall be full compensation for furnishing, hauling, mixing, placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing reinforcing steel and steel dowels as shown on the plans; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material, joint filler and sealants, and contraction (control) joints required by this specification or shown on the plans; and for all forms and falsework, labor, tools, equipment and incidentals necessary to complete the work. Any paving placed prior to inspection, testing, and acceptance of underground utilities may be rejected by the City and will be replaced at the Contractor's expense after correcting any subsurface utility defects. 025620 Page 5 of 5 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025802 TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION 1. DESCRIPTION This specification shall govern all work required for Temporary Traffic Controls during construction. The work shall include furnishing, installing, moving, replacing, and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary detours, temporary striping and markers, flagger, temporary drainage pipes and structures, blue business signs, and such temporary devices as necessary to safely complete the proj ect. 2. MATERIALS Traffic control devices shall conform to the latest edition of the "Texas Manual on Uniform Traffic Control Devices",unless indicated otherwise on the Traffic Control Plan. 3. METHODS Sufficient traffic control measures shall be used to assure a safe condition and to provide a minimum of inconvenience to motorists and pedestrians. If the Traffic Control Plan (TCP) is included in the drawings, any changes to the TCP by the Contractor shall be prepared by a Texas licensed professional engineer and submitted to the City Traffic Engineer for approval, prior to construction. If the TCP is not included in the drawings, the Contractor shall provide the TCP prepared by a Texas licensed professional engineer and submit the TCP to the City Traffic Engineer for approval,prior to construction. The Contractor is responsible for implementing and maintaining the traffic control plan and will be responsible for furnishing all traffic control devices, temporary signage and ATSSA certified flaggers. The construction methods shall be conducted to provide the least possible interference to traffic so as to permit the continuous movement of traffic in all allowable directions at all times. The Contractor shall cleanup and remove from the work area all loose material resulting from construction operations at the end of each workday. All signs, barricades, and pavement markings shall conform to the BC standard sheets, TCP sheets and the latest version of the "Texas Manual on Uniform Traffic Control Devices". The Contractor may be required to furnish additional barricades, signs, and warning lights to maintain traffic and promote motorists safety. Any such additional signs and barricades will be considered subsidiary to the pay item for traffic control. All signs, barricades, and posts will be either new or freshly painted. The contractor and any traffic control subcontractor must be ATSSA certified for Traffic Control. 025802 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F A competent person, responsible for implementation of the TCP and for traffic safety, shall be designated by the Contractor. The name and off-hours phone number of the competent person shall be provided in writing at the Pre-Construction Conference. The competent person shall be on site, during working hours and on call at all times in the event of off-hour emergency. The contractor must provide temporary blue sign boards that direct traffic to businesses and driveways during each phase of construction — see example below. The sign boards may be either skid mounted or barrel mounted. The City will assist the contractor in determining which businesses and driveways will receive signage during various construction phases. The provision, installation, and removal of signage will be considered to be subsidiary to the contract items provided for "Traffic Control." Example Blue Sign i 40M A, ND A R,I N G A ' i 721 tb .. ....... 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, temporary traffic controls during construction shall be measured as a lump sum. Payment shall include, but not be limited to, furnishing, installing, moving, replacing and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary striping and markers, flaggers, removable and non-removable work zone pavements markings and signage, channelizing devices, temporary detours, temporary flexible-reflective roadway marker tabs, temporary traffic markers, temporary drainage pipes and structures, blue business signs, and such temporary devices and relocation of existing signs and devices. Payment shall be full compensation for all labor, 025802 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F equipment, materials, personnel, and incidentals necessary to provide a safe condition during construction of all phases and elements of the project and to complete the work. Payment will be made on the following basis: The initial monthly estimate will include 50% of the lump sum bid amount minus retention (typically 5%). The balance will be paid with the final estimate,upon completion of the project. 025802 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025807 PAVEMENT MARKINGS (PAINT AND THERMOPLASTIC) 1. DESCRIPTION This item shall consist of markings and stripes on the surface of the roadways or parking facilities applied in accordance with this specification and at the locations shown on the drawings or as directed by the Engineer. 2. MATERIALS Type I Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS-8220 "Hot Applied Thermoplastic". All roadway markings shall be thermoplastic. Type II Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS-8200 "Traffic Paint" and are not to be used for roadway markings except as primer/sealer for Type 1 markings. Type 11 Pavement Markings shall be allowed for parking facilities if called for in the plans. Glass Traffic Beads shall be drop-on glass beads conforming to TxDOT Departmental Material Specification DMS-8290 "Glass Traffic Beads". 3. CONSTRUCTION METHODS 3.1 Weather Limitations -Pavement marking shall be performed only when the existing surface is dry and clean, when the atmospheric temperature is above 40°F., and when the weather is not excessively windy, dusty, or foggy. The suitability of the weather will be determined by the Engineer. 3.2 Equipment - All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the existing surface, and mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an approved atomizing spray-type marking machine suitable for application of pavement markings. It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross-sections and clear-out edges without running of 025807 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F spattering and within the limits for straightness set forth herein. Suitable adjustments shall be provided on the sprayer(s) of a single machine or by furnishing additional equipment for marking the width required. 3.3 Preparation of Existing Surface - Immediately before application of the paint or thermoplastic, the existing surface shall be dry and entirely free from old pavement markings and markers, dirt, grease, oil, acids, laitance, or other foreign matter which could reduce the bond between the marking and the pavement. The surface shall be thoroughly cleaned by sweeping and blowing as required to remove all dirt, laitance and loose materials. Areas that cannot be satisfactorily cleaned by brooming and blowing shall be scrubbed as directed with a water solution of trisodium phosphate (10% Na3PO4 by weight) or an approved equal solution. After scrubbing, the solution shall be rinsed off and the surface dried prior to marking. 3.4 Layouts and Alignments - Suitable layouts and lines of proposed stripes shall be spotted in advance of the marking application. Control points shall be spaced at such intervals as will insure accurate location of all markings. The Contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions, and application of the markings. At least 72 hours prior to applying the permanent pavement markings, the Contractor shall notify the Engineer and City Construction Inspector to obtain City approval for the location, alignment and layout of the pavement markings. 3.5 Application - Markings shall be applied at the locations and to the dimensions and spacing indicated on the plans or as specified. Markings shall not be applied until the layouts, indicated alignment, and the condition of the existing surface have been approved by the Engineer. In the application of straight stripes, any deviation of the edges exceeding 1/2 inch in 50 feet shall be obliterated and the marking corrected. The width of the markings shall be as designated within a tolerance of 5%. All markings shall be performed to the satisfaction of the Engineer. Paint shall be applied uniformly by suitable equipment at a rate of not less than 105 or more than 115 square feet per gallon. The Contractor shall furnish a certified report on the quality of materials ordered for the work. This report shall not be interpreted as a basis for final acceptance. The Engineer shall be notified upon arrival of shipment for inspecting and sampling of 025807 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F the materials. When required, all emptied containers shall be returned to the paint material storage or made available for tallying by the Engineer. The containers shall not be removed from the job site or destroyed without permission. The Contractor shall make an accurate accounting of the paint materials used in the accepted work. 3.6 Protection - After application, all markings shall be protected while drying. The fresh markings shall be protected from damage of any kind. The Contractor shall be directly responsible for protecting the markings and shall erect or place suitable warning signs, flags or barricades, protective screens or coverings as required. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, drippings of paint or other materials. 3.7 Defective Workmanship or Material - When any material not conforming to the requirements of the specifications or drawings has been delivered to the project or incorporated in the work, or any work performed is of inferior quality, such material or work shall be corrected as directed by the Engineer, at the expense of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, pavement markings shall be measured by the square foot or linear foot of each type of marking. Eliminating existing pavement markings and markers will not be measured and paid for separately, but shall be subsidiary to the pavement marking items. Payment shall be full compensation for furnishing all materials and for eliminating existing pavement markings and markers, for all preparation, layout and application of the materials, and for all labor, equipment,tools and incidentals necessary to complete the work. 025807 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 025813 PREFORMED THERMOPLASTIC STRIPING, WORDS AND EMBLEMS 1. DESCRIPTION This specification shall govern all work for furnishing and installing preformed thermoplastic striping, words and emblems required to complete the project. 2. PRE-CONSTRUCTION CONFERENCE When required by the Engineer, prior to beginning work on the markings but after receipt by the Engineer of the required information, a conference will be held between the representatives of the Contractor and the Engineer to set up more completely the sequence of work to be followed and the estimated progress schedule. 3. MATERIALS The preformed pavement marking material shall be thermoplastic material meeting the specifications of TxDOT Departmental Material Specification DMS-8220"Hot Applied Thermoplastic,"and shall be approved by the Engineer for use on this project. 4. CONSTRUCTION (1) General. The Contractor shall furnish all materials and equipment and perform work or services necessary for complete and proper construction of the completed system of pavement markings. (2) Traffic Conditions. Roadways on which markings are to be placed may be either free of traffic or open to traffic. On roadways already open to traffic,markings shall be placed under existing traffic conditions. (3) Dimensions. Markings will be in accordance with the color, length, width, shape, configuration and location requirements of the plans and as directed by the Engineer. (4) Methods. All material placement shall be in accordance with TxDOT Standard Specification Item 668"Prefabricated Pavement Markings"and City Section 025807"Pavement Markings (Paint and Thermoplastic)." (5) Surface Preparation. The pavement upon which the markings are to be placed shall be cleaned and prepared,to the satisfaction of the Engineer,prior to placement of the markings. Cleaning shall be by any effective method, approved by the Engineer that completely and effectively removes contaminants, loose materials, and conditions deleterious to proper adhesion. Surfaces shall be further prepared after cleaning by sealing or priming, as recommended by the manufacturer of the pavement marking material. 025813 Page 1 of 3 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (6) Moisture. Pavement to which the material is to be applied shall be completely dry. When questionable,pavements will be considered dry if, on a sunny day after observation for 15 minutes, no condensation occurs on the underside of a one (1) square foot piece of clear plastic that has been placed on the pavement and weighted down on the edges. (7) Temperature. Pavement and ambient air temperature requirements recommended by the material manufacturer shall be observed. If no temperature requirements are established by the materials manufacturer,material will not be placed if the pavement temperature is below 60 degrees F or if it is above 120 degrees F. (8) Clean-Up. At all times,the project site shall be kept free of all unnecessary traffic hazards. Upon completion of the work, the Contractor shall remove all rubbish from the work site, and shall clean and restore the area to a manner acceptable to the Engineer. Also,all damage done by the Contractor during the prosecution of the work must be repaired. Before acceptance,the work site must be neat and in a presentable condition throughout. No extra compensation will be allowed for fulfilling these clean-up requirements. 5. PERFORMANCE (1) Adhesion. Installed pavement markings shall adhere to the pavement sufficiently to prevent lifting, shifting, smearing, spreading, flowing or tearing by traffic. (2) Appearance. In addition to complying with all requirements listed herein, pavement markings shall present a neat,uniform appearance,and shall be free of unsightly conditions. Markings shall be free of ragged edges,misshapen lines or contours,and splices in transverse markings. (3) Visibili . The pavement marking material,in place on the roadway,shall have uniform and distinctive retro-reflectance when observed in accordance with TxDOT Test Method Tex- 828-B. (4) Observation Period. All material, workmanship and labor furnished shall be covered by manufacturer's guarantee and/or warranty for aperiod of 12 months commencing on the final delivery date of the materials. Pavement markings that fail to meet all requirements of this specification shall be removed and replaced at the expense of the Contractor within 30 working days following notification by the Engineer of such failure. All replacement pavement markings shall also meet all requirements of this specification for the same warranty period after installation. 025813 Page 2 of 3 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 6. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, preformed striping, words and emblems shall be measured by each type and color indicated on the Bid Form including preformed arrows and words or other symbols as indicated in the Bid Form. Payment shall be full compensation for cleaning the pavement by any suitable means other than blast cleaning,for furnishing and placing all materials, and for all labor,tools,equipment and incidentals necessary to complete the work. 025813 Page 3 of 3 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 028020 SEEDING 1. DESCRIPTION This specification shall govern all work necessary for tilling, fertilizing, planting seeds, mulching, watering and maintaining vegetation required to complete the project. 2. MATERIALS 2.1 FERTILIZER: All fertilizer shall be delivered in bags or clearly marked containers showing the analysis, name, trademark and warranty. The fertilizer is subject to testing by the State Chemist in accordance with the Texas fertilizer law. Fertilizer shall have an analysis of 12-12-12 (percent of nitrogen, phosphoric acid and potash) as determined by the Association of Official Agricultural Chemists. Fertilizer shall be free flowing and uniform in composition. 2.2 SEED: Seed shall be labeled and meet the requirements of the Texas Seed Law. Labels shall indicate purity, germination, name and type of seed. Seed furnished shall be of the previous season's crop, and the date of analysis shown on each bag shall be within twelve months of delivery to the project. The quantity of"Commercial Seed" required to equal the quantity of"Pure Live Seed" shall be computed by the following formula: Commercial Seed=Pure Live Seed x 10,000 %Purity x % Germination The quantity of pure live seed and type required are indicated below. Mixture A or C shall be used for this project, depending on the time of the year planting is performed. LB/ACRE OF PURE LIVE SEED FOR MIXTURES COMMON NAME SCIENTIFIC NAME A B C Green Sprangletop Leptochloa Dubia 1.4 1.4 - Sideoats Grama(premier) Bouteloua Curtipendula 0.6 - 0.6 Bermudagrass (Hulled) Cynodon Dactylon 7.0 7.4 - Bermudagrass (Unhulled) Cynodon Dactylon - - 30.0 K-R Bluestem Andropogon Ischaemum 1.2 1.2 1.5 Buffalograss Buchloe Dactyloides - 4.2 - Annual Ryegrass Lolium Multiflorum 5.0 5.0 20.0 Mixture-A: Recommended for clay or tight soil planted between December 1 thru May 1. Mixture-B: Recommended for sandy soil planted between December 1 thru May 1. Mixture- C: Recommended for all soils planted between May 2 thru November 30. 028020 Page 1 of 4 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2.3 MULCH: Mulch shall be either the straw type or wood cellulose fiber type. Straw Type mulch shall be of straw from stalks of domestic grain, Bermudagrass or cotton hulls, or other approved by the Engineer. Wood Cellulose Fiber Type mulch shall have no growth inhibiting ingredients and shall be dried with a moisture content less that 10% by weight. Fibers shall be dyed an appropriate color to facilitate visual metering and application of mulch. The cellulose fiber shall be manufactured so that after addition and agitation in slurry tank with fertilizers, seeds and other approved additives, the fibers in the material will become uniformly suspended to form a homogeneous slurry; when sprayed on the ground, the material shall form a uniform cover impregnated with seeds; the cover shall allow added water to percolate to the underlying soil. The fiber material shall be supplied in packages of not more than 100 lb. gross weight and shall be marked by the manufacturer to indicate the dry weight content. 2.4 EQUIPMENT: The fertilizing, seeding and/or mulching operations shall be accomplished with equipment suitable to the required function. It shall be of current design and in good operating condition. Special seeding and mulching equipment must also meet the following requirements: Seeder - Equipment for applying a seed-fertilizer mix shall be a hydraulic seeder designed to pump and discharge a waterborne, homogeneous slurry of seed and fertilizer. The seeder shall be equipped with a power driven agitator and capable of pressure discharge. Straw Mulch Spreader - Equipment used for straw mulch application shall be trailer mounted, equipped with a blower capable of 2000 r.p.m. operation, and that will discharge straw mulch material through a discharge boom with spout at speeds up to 220 feet per second. The mulch spreader shall be equipped with an asphalt supply and application system near the discharge end of the boom spout. The system shall apply asphalt adhesive in atomize form to the straw at a predetermined rate. The spreader shall be capable of blowing the asphalt-coated mulch, with a high velocity airstream, over the surface at a uniform rate, forming a porous, stable erosion-resistant cover. Wood Cellulose Fiber Mulch Spreader - Equipment used for this application of fertilizer, seeds, wood pulp, water and other additives shall have a built-in agitation system with sufficient capacity to agitate, suspend and homogeneously mix a slurry containing up to 40 lbs. of fiber plus the required fertilizer solids for each 100 gallons of water. It shall have sufficient agitation and pump capacity to spray a slurry in a uniform coat over the area to be mulched. 028020 Page 2 of 4 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. CONSTRUCTION METHODS 3.1 PREPARATION OF SEEDBED: The area to be treated along with requirements for seed, fertilizer and other treatments, shall be done as indicated on the drawings and as specified below. Clearing—Refer to City Standard Specification Section 021020, "Site Clearing and Stripping". Grading - Refer to City Standard Specification Section 021040, "Site Grading". Tilling - The area to be seeded shall be tilled to a depth of 4 to 6 inches by disking,plowing, or other approved methods until soil condition is acceptable. Topsoiling — If the native soils are not conducive to the establishment and maintenance of grass growth, or if called for on the drawings,topsoil shall be placed over the area to be seeded to a depth of 5 inches after tilling. Topsoil shall have a pH range of 5.5 to 7; shall contain between 2 and 20 percent organic material content in accordance with ASTM D5268; and shall be free of stones larger than one inch, debris, and extraneous materials harmful to plant growth. 3.2 FERTILIZING: Fertilizer shall be uniformly applied at a rate of 400 lb/acre, after tilling. Fertilizing and seeding shall be done concurrently. If seeds and fertilizer are distributed in a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all the components have come into contact. 3.3 SEEDING: The seed mixture shall be uniformly distributed at the rate specified above. Broadcast Seedin; - Seed shall be placed with fertilizer, after tilling. After planting, the area shall be rolled on contour with a corrugated roller. Straw Mulch Seeding - Seed shall be placed with fertilizer, after tilling. After placement of the seed and fertilizer mixture, straw mulch shall be uniformly placed at a rate of 2 tons per acre. As soon as the mulch has been spread, it shall be anchored to the soil a minimum depth of 3 inches by use of a heavy, dulled disk harrow, set nearly straight. Disks shall be set approximately 9 inches apart. Straw Mulch With Asphalt Seeding - Seed, fertilizer and straw mulch shall be placed as described in "Straw Mulch Seeding" with the following two exceptions: 1) An asphalt-water emulsion shall be applied to the mulch near the discharge end of the boom spout at a rate of 300 to 600 gallons per acre. 2)Mechanical anchoring by disking will not be required. Asphalt Mulch Seeding - The seed and fertilizer shall be placed as described for 'Broadcast Seeding". After the area has been rolled, the area shall be watered sufficiently to assure a uniform moisture to a minimum depth of 4 inches. An asphalt-water emulsion shall be applied at a rate of 1500 to 1800 gallons per acre, immediately after watering. Asphalt shall be applied to the area in such a manner that a complete film is obtained and the finished surface shall be 028020 Page 3 of 4 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F comparatively smooth. Wood Cellulose Fiber Mulch Seeding - After tilling, mulch shall be applied. Wood cellulose fibers shall be added to the hydraulic seeder after the proportionate amounts of seed, fertilizer, water and other approved materials are added. Application shall be 1500 Ib./acre on flats, 2000 Ib./acre on slopes up to 3:1, and 2500 Ib./acre on slopes steeper than 3:1. One hundred (100)pounds of fiber per acre shall be used when asphalt is to be applied over cellulose mulch. The mulch shall provide a uniform cover over the soil surface. Asphalt Over Wood Cellulose Fiber Mulch Seeding - "Wood Cellulose Fiber Mulch Seeding" shall be done as described above. After mulch has been placed, an asphalt-water emulsion shall be uniformly spread over the mulch at a rate of 1200 gallons per acre. 3.4 MAINTENANCE: The Contractor shall water, repair and reseed areas as required for a period of 45 days or until growth has been established, whichever is longer. This includes erosion damage. Maintenance does not include mowing or weed control, unless indicated on the plans. If at any time the seeded area becomes gullied or otherwise damaged, or the seeds have been damaged or destroyed, the affected portion shall be re-established to the specified condition prior to acceptance of the work. 3.5 GUARANTEE: The Contractor shall assure 95% of the seeded area has established grass growth at 45 calendar days after seeding, unless indicated otherwise on the drawings. Where established, grass growth is defined as at least one plant per square foot with no bare spots larger than three (3) square feet. The Contractor shall re-establish grass growth as directed by the Engineer during the one-year warranty period. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, seeding will be measured by the horizontal square yard of area seeded within the areas designated on the drawings. Areas disturbed by the Contractor that are outside of the designated areas (such as field office, laydown/ storage area, stockpile areas, etc.) shall be seeded by the Contractor for erosion control per the stormwater pollution prevention plan but will not be measured for payment. Payment shall be full compensation for all labor, materials, tools, equipment and incidentals necessary to complete the work, and shall include, but not be limited to, tilling soil, topsoiling, fertilizing, planting, mulching, watering and maintaining vegetation. Payment shall be due and payable only after grass growth has been established as described above. 028020 Page 4 of 4 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 030020 PORTLAND CEMENT CONCRETE 1. DESCRIPTION This specification shall govern for the materials used; for the storing and handling of materials; and for the proportioning and mixing of concrete for culverts, manholes, inlets, curb and gutter, sidewalks, driveways, curb ramps, headwalls and wingwalls, riprap, and incidental concrete construction. The concrete shall be composed of Portland cement, aggregates (fine and coarse), admixtures if desired or required, and water,proportioned and mixed as hereinafter provided. 2. MATERIALS (1) Cement The cement shall be either Type I,II or III Portland cement conforming to ASTM Designation: C150, modified as follows: Unless otherwise specified by the Engineer,the specific surface area of Type I and II cements shall not exceed 2000 square centimeters per gram (Wagner Turbidimeter— TxDOT Test Method Tex-310-D). For concrete piling, the above limit on specific surface area is waived for Type II cement only. The Contractor shall furnish the Engineer, with each shipment, a statement as to the specific surface area of the cement expressed in square centimeters per gram. For cement strength requirements, either the flexural or compressive test may be used. Either Type I or II cement shall be used unless Type II is specified on the plans. Except when Type II is specified on the plans, Type III cement may be used when the anticipated air temperature for the succeeding 12 hours will not exceed 60°F. Type III cement may be used in all precast prestressed concrete, except in piling when Type II cement is required for substructure concrete. Different types of cement may be used in the same structure, but all cement used in any one monolithic placement shall be of the same type and brand. Only one brand of each type will be permitted in any one structure unless otherwise authorized by the Engineer. Cement may be delivered in bulk where adequate bin storage is provided. All other cement shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. Similar information shall be provided in the bills of lading accompanying each shipment of packaged or bulk cement. Bags shall contain 94 pounds net. All bags shall be in good condition at time of delivery. All cement shall be properly protected against dampness. No caked cement will be accepted. Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. 030020 Page 1 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (2) Mixing Water Water for use in concrete and for curing shall be free from oils, acids, organic matter or other deleterious substances and shall not contain more than 1000 parts per million of chlorides as CL nor more than 1000 parts per million of sulfates as 5O4. Water from municipal supplies approved by the State Health Department will not require testing,but water from other sources will be sampled and tested before use in structural concrete. Tests shall be made in accordance with the "Method of Test for Quality of Water to be Used in Concrete" (AASHTO Method T26), except where such methods are in conflict with provisions of this specification. (3) Coarse Agate Coarse aggregate shall consist of durable particles of gravel, crushed blast furnace slag, crushed stone, or combinations thereof, free from frozen material or injurious amount of salt, alkali, vegetable matter, or other objectionable material either free or as an adherent coating; and its quality shall be reasonably uniform throughout. It shall not contain more than 0.25 percent by weight of clay lumps, nor more than 1.0 percent by weight of shale, nor more than 5 percent by weight of laminated and/or friable particles when tested in accordance with TxDOT Test Method Tex-413-A. It shall have a wear of not more than 40 percent when tested in accordance with TxDOT Test Method Tex-410-A. Unless otherwise specified on the plans, coarse aggregate will be subjected to five cycles of the soundness test in accordance with TxDOT Test Method Tex-411-A. The loss shall not be greater than 12 percent when sodium sulfate is used, or 18 percent when magnesium sulfate is used. Permissible sizes of aggregate shall be governed by Table 4 and Table 1, except that when exposed aggregate surfaces are required, coarse aggregate gradation will be as specified on the plans. When tested by approved methods, the coarse aggregate, including combinations of aggregates when used, shall conform to the grading requirements shown in Table 1. 030020 Page 2 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TABLE 1 Coarse Agate Gradation Chart Percent Retained on Each Sieve Aggregate Nominal 2-�/z 2 1-�/z 1 3/4 1/2 3/8 Grade No. Size In. In. In. In. In. In. In. No.4 No. 8 1 2 in. 0 0 to 15 60 to 95 to 20 to 80 100 50 2 (467)* 1-�/z in. 0 0 30 to 70 95 to to 65 to 100 5 90 4 (57)* 1 in. 0 0 40 90 to 95 to to to 100 100 5 75 8 3/8 in. 0 0 to 35 to 90 to 5 80 100 *Numbers in parenthesis indicate conformance with ASTM C33. The aggregate shall be washed. The Loss by Decantation (TxDOT Test Method Tex-406-A) plus the allowable weight of clay lumps, shall not exceed one percent, or the value shown on the plans, whichever is smaller. (4) Fine Agger Fine aggregate shall consist of clean, hard, durable and uncoated particles of natural or manufactured sand or a combination thereof, with or without a mineral filler. It shall be free from frozen material or injurious amounts of salt, alkali, vegetable matter or other objectionable material and it shall not contain more than 0.5 percent by weight of clay lumps. When subjected to the color test for organic impurities (TxDOT Test Method Tex-408-A), it shall not show a color darker than standard. The fine aggregate shall produce a mortar having a tensile strength equal to or greater than that of Ottawa sand mortar when tested in accordance with TxDOT Test Method Tex-317-D. Where manufactured sand is used in lieu of natural sand for slab concrete subject to direct traffic,the acid insoluble residue of the fine aggregate shall be not less than 28 percent by weight when tested in accordance with TxDOT Test Method Tex-612-J. When tested by approved methods, the fine aggregate or combination of aggregates, including mineral filler, shall conform to the grading requirements shown in Table 2. 030020 Page 3 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TABLE 2 Fine Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Grade No. 3/8 In. No.4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 1 0 0to5 0to20 15to50 35to75 70to90 90to100 97to100 NOTE 1: Where manufactured sand is used in lieu of natural sand,the percent retained on the No. 200 sieve shall be 94 to 100. NOTE 2: Where the sand equivalent value is greater than 85, the retainage on the No. 50 sieve may be 70 to 94 percent. Fine aggregate will be subjected to the Sand Equivalent Test (TXDOT Test Method Tex-203-F). The sand equivalent shall not be less than 80 nor less than the value shown on the plans, whichever is greater. For concrete Classes `A' and `C', the fineness modulus as defined below for fine aggregates shall be between 2.30 and 3.10. The fineness modulus will be determined by adding the percentages by weight retained on the following sieves, and dividing by 100; Nos. 4, 8, 16, 30, 50 and 100. (5) Mineral Filler Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material. (6) Mortar(Grout) Mortar for repair of concrete shall consist of 1 part cement, 2 parts finely graded sand, and enough water to make the mixture plastic. When required to prevent color difference, white cement shall be added to produce the color required. When required by the Engineer, latex adhesive shall be added to the mortar. (7) Admixtures Calcium Chloride will not be permitted. Unless otherwise noted, air-entraining,retarding and water- reducing admixtures may be used in all concrete and shall conform to the following requirements: A "water-reducing, retarding admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a given consistency and will retard the initial set of the concrete. A "water-reducing admixture" is defined as a material which, when added to a concrete mixture in the correct quantity,will reduce the quantity of mixing water required to produce concrete of a given 030020 Page 4 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F consistency. (a) Retarding and Water-Reducing Admixtures. The admixture shall meet the requirements for Type A and Type D admixture as specified in ASTM Designation: C494,modified as follows: (1) The water-reducing retarder shall retard the initial set of the concrete a minimum of 2 hours and a maximum of 4 hours, at a specified dosage rate, at a temperature of 90°F. (2) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (3) Unless otherwise noted on the plans, the minimum relative durability factor shall be 80. The air-entraining admixture used in the referenced and test concrete shall be neutralized Vinsol resin. (b) Air-Entraining Admixture. The admixture shall meet the requirements of ASTM Designation: C260, modified as follows: (1) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (2) Unless otherwise noted on the plans, the minimum relative durability factor shall be 80. The air-entraining admixture used in the referenced concrete shall be neutralized Vinsol resin. 3. STORAGE OF CEMENT All cement shall be stored in well-ventilated weatherproof buildings or approved bins, which will protect it from dampness or absorption of moisture. Storage facilities shall be ample, and each shipment of packaged cement shall be kept separated to provide easy access for identification and inspection. The Engineer may permit small quantities of sacked cement to be stored in the open for a maximum of 48 hours on a raised platform and under waterproof covering. 4. STORAGE OF AGGREGATE The method of handling and storing concrete aggregate shall prevent contamination with foreign materials. If the aggregates are stored on the ground, the sites for the stockpiles shall be clear of all vegetation and level. The bottom layer of aggregate shall not be disturbed or used without recleaning. 030020 Page 5 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F When conditions require the use of two or more sizes of aggregates, they shall be separated to prevent intermixing. Where space is limited, stockpiles shall be separated by physical barriers. Methods of handling aggregates during stockpiling and subsequent use shall be such that segregation will be minimized. Unless otherwise authorized by the Engineer, all aggregate shall be stockpiled at least 24 hours to reduce the free moisture content. 5. MEASUREMENT OF MATERIALS The measurement of the materials, except water, used in batches of concrete, shall be by weight. The fine aggregate, coarse aggregate and mineral filler shall be weighed separately. Where bulk cement is used, it shall be weighed separately, but batch weighing of sacked cement will not be required. Where sacked cement is used, the quantities of material per batch shall be based upon using full bags of cement. Batches involving the use of fractional bags will not be permitted. Allowance shall be made for the water content in the aggregates. Bags of cement varying more than 3 percent from the specified weight of 94 pounds may be rejected, and when the average weight per bag in any shipment, as determined by weighing 50 bags taken at random, is less than the net weight specified, the entire shipment may be rejected. If the shipment is accepted, the Engineer will adjust the concrete mix to a net weight per bag fixed by an average of all individual weights which are less than the average weight determined from the total number weighed. 6. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design, using a coarse aggregate factor acceptable to the Engineer, for the class(es) of concrete specified. The mix shall be designed by a qualified concrete technician to conform with the requirements contained herein and in accordance with the THD Bulletin C-11. The Contractor shall perform, at his own expense, the work required to substantiate the design, except the testing of strength specimens, which will be done by the Engineer. Complete concrete design data shall be submitted to the Engineer for approval. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the plans. Trial batches will be made and tested using all of the proposed ingredients prior to placing the concrete, and when the aggregate and/or brand of cement or admixture is changed. Trial batches shall be made in the mixer to be used on the job. When transit mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. Batch size shall not be less than 50 percent of the rated mixing capacity of the truck. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that no 030020 Page 6 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F substantial change in any of the proposed ingredients has been made. The coarse aggregate factor shall not be more than 0.82, except that when the voids in the coarse aggregate exceed 48 percent of the total dry loose volume, the coarse aggregate factor shall not exceed 0.85. The coarse aggregate factor shall not be less than 0.70 for Grades 1, 2 and 3 aggregates. If the strength required for the class of concrete being produced is not secured with the cement specified in Table 4, the Contractor may use an approved water-reducing or retarding admixture, or he shall furnish aggregates with different characteristics which will produce the required results. Additional cement may be required or permitted as a temporary measure until the redesign is checked. Water-reducing or retarding agents may be used with all classes of concrete at the option of the Contractor. When water-reducing or retarding agents are used at the option of the Contractor,reduced dosage of the admixture will be permitted. Entrained air will be required in accordance with Table 4. The concrete shall be designed to entrain 5 percent air when Grade 2 coarse aggregate is used and 6 percent when Grade 3 coarse aggregate is used. Concrete as placed in the structure shall contain the proper amount as required above with a tolerance of plus or minus 1.5 percentage points. Occasional variations beyond this tolerance will not be cause for rejection. When the quantity of entrained air is found to be above 7 percent with Grade 2 coarse aggregate or above 8 percent for Grade 3 coarse aggregate, additional test beams or cylinders will be made. If these beams or cylinders pass the minimum flexural or compressive requirements,the concrete will not be rejected because of the variation in air content. 7. CONSISTENCY In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water,the Contractor may use, or the Engineer may require, an approved water- reducing or retarding agent, or the Contractor shall furnish additional aggregates or aggregates with different characteristics,which will produce the required results. Additional cement may be required or permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation,the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. The concrete shall be workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. Excessive bleeding shall be avoided. Slump requirements will be as specified in Table 3. 030020 Page 7 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TABLE 3 Slump Requirements Concrete Designation Desired Slump Max. Slump Structural Concrete: (1) Thin-Walled Sections (9" or less) 4 inches 5 inches (2) Slabs, Caps, Columns,Piers, Wall Sections over 9", etc. 3 inches 4 inches Underwater or Seal Concrete 5 inches 6 inches Riprap, Curb, Gutter and Other Miscellaneous Concrete 2.5 inches 4 inches NOTE: No concrete will be permitted with slump in excess of the maximums shown. 8. QUALITY OF CONCRETE General The concrete shall be uniform and workable. The cement content, maximum allowable water- cement ratio, the desired and maximum slump and the strength requirements of the various classes of concrete shall conform to the requirements of Table 3 and Table 4 and as required herein. During the process of the work, the Engineer or his designated representative will cast test cylinders or beams as a check on the compressive or flexural strength of the concrete actually placed. Test cylinders must be picked up by the testing lab within 24 hours. A test shall be defined as the average of the breaking strength of two cylinders or two beams, as the case may be. Specimens will be tested in accordance with TxDOT Test Methods Tex-418-A or Tex-420-A. Test beams or cylinders will be required as specified in the contract documents. For small placements on structures such as manholes, inlets, culverts, wingwalls, etc., the Engineer may vary the number of tests to a minimum of one for each 25 cubic yards placed over a several day period. All test specimens, beams or cylinders, representing tests for removal of forms and/or falsework shall be cured using the same methods, and under the same conditions as the concrete represented. "Design Strength" beams and cylinders shall be cured in accordance with THD Bulletin C-11. The Contractor shall provide and maintain curing facilities as described in THD Bulletin C-11 for the purpose of curing test specimens. Provision shall be made to maintain the water in the curing tank at temperatures between 70°F and 90°F. When control of concrete quality is by twenty-eight-day compressive tests, job control will be by seven-day compressive tests which are shown to provide the required twenty-eight-day strength, based on results from trial batches. If the required seven-day strength is not secured with the cement 030020 Page 8 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F specified in Table 4, changes in the batch design will be made. TABLE 4 Classes of Concrete Minimum Class Compressive Min.Beam Maximum Coarse of Sacks Cement Strength ft) Strength Water-Cement Aggregate Concrete per C.Y. (min.) 28-Day(psi) 7-Day(psi) Ratio (gal/sack) No. A* 5.0 3000 500*** 6.5 2-4-8**** B* 4.5 2500 417 8.0 2-4-8**** C* 6.0 3600 600*** 6.0 1-2-4** D 6.0 3000 500 7.0 2-4 S 6.5 4000 570 5.0 2-4 *Entrained Air(slabs,piers and bent concrete). **Grade 1 Coarse Aggregate may be used in foundation only (except cased drilled shafts). ***When Type 11 Cement is used with Class C Concrete, the 7-day beam break requirement will be 550 psi; with Class A Concrete,the minimum 7-day beam break requirement will be 460 psi. ****Permission to use Grade 8 Aggregate must have prior approval of the Engineer. 9. MIXING CONDITIONS The concrete shall be mixed in quantities required for immediate use. Any concrete which is not in place within the limits outlined in City Standard Specification Section 038000 "Concrete Structures", Article 'Placing Concrete-General", shall not be used. Retamping of concrete will not be permitted. In threatening weather, which may result in conditions that will adversely affect the quality of the concrete to be placed, the Engineer may order postponement of the work. Where work has been started and changes in weather conditions require protective measures, the Contractor shall furnish adequate shelter to protect the concrete against damage from rainfall, or from freezing temperatures. If necessary to continue operations during rainfall, the Contractor shall also provide protective coverings for the material stockpiles. Aggregate stockpiles need be covered only to the extent necessary to control the moisture conditions in the aggregates to adequately control the consistency of the concrete. 10. MIXING AND MIXING EQUIPMENT All equipment, tools, and machinery used for hauling materials and performing any part of the work shall be maintained in such condition to insure completion of the work underway without excessive delays for repairs or replacements. The mixing shall be done in a batch mixer of approved type and size that will produce uniform 030020 Page 9 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F distribution of the material throughout the mass. Mixers may be either the revolving drum type or the revolving blade type, and shall be capable of producing concrete meeting the requirements of these specifications. After all the ingredients are assembled in the drum, the mixing shall continue not less than 1 minute for mixers of one cubic yard or less capacity plus 15 seconds for each additional cubic yard or portion thereof. The mixer shall operate at the speed and capacity designated by the Mixer Manufacturers Bureau of the Associated General Contractors of America. The mixer shall have a plate affixed showing the manufacturer's recommended operating data. The absolute volume of the concrete batch shall not exceed the rated capacity of the mixer. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. The first batch of concrete materials placed in the mixer for each placement shall contain an extra quantity of sand, cement and water sufficient to coat the inside surface of the drum. Upon the cessation of mixing for any considerable length of time, the mixer shall be thoroughly cleaned. The concrete mixer shall be equipped with an automatic timing device which is put into operation when the skip is raised to its full height and dumping. This device shall lock the discharging mechanism and prevent emptying of the mixer until all the materials have been mixed together for the minimum time required, and it shall ring a bell after the specified time of mixing has elapsed. The water tank shall be arranged so that the amount of water can be measured accurately, and when the tank starts to discharge,the inlet supply shall cut off automatically. Whenever a concrete mixer is not adequate or suitable for the work, it shall be removed from the site upon a written order from the Engineer and a suitable mixer provided by the Contractor. Pick-up and thro-over blades in the drum of the mixer which are worn down more than 10 percent in depth shall be repaired or replaced with new blades. Improperly mixed concrete shall not be placed in the structure. Job mix concrete shall be concrete mixed in an approved batch mixer in accordance with the requirements stated above, adjacent to the structure for which the concrete is being mixed, and moved to the placement site in non-agitating equipment. 11. READY-MIX PLANTS A. General. It shall be the Contractor's responsibility to furnish concrete meeting all requirement of the governing specification sections, and concrete not meeting the slump, workability and consistency requirements of the governing specification sections shall not be 030020 Page 10 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F placed in the structure or pavement. Ready-Mixed Concrete shall be mixed and delivered by means of one of the following approved methods. (1) Mixed completely in a stationary mixer and transported to the point of delivery in a truck agitator or a truck mixer operating at truck agitator or truck mixer agitation speed. (Central-Mix Concrete) (2) Mixed complete in a truck mixer and transported to the placement site at mixing and/or agitating speed (Transit-Mix Concrete), subject to the following provisions: (a) Truck mixers will be permitted to transport concrete to the job site at mixing speed if equipped with double actuated counters which will separate revolutions at mixing speed from total revolutions. (b) Truck mixers equipped with a single actuated counter counting total revolutions of the drum shall mix the concrete at the plant not less than 50 nor more than 70 revolutions at mixing speed, transport it to the job site at agitating speed and complete the required mixing before placing the concrete. (3) Mixed completely in a stationery mixer and transported to the job site in approved non-agitating trucks with special bodies. This method of transporting will be permitted for concrete pavement only. B. Equipment. (1) Batching Plant. The batching plant shall be provided with adequate bins for batching all aggregates and materials required by the specifications. Bulk cement shall be weighed on a scale separate from those used for other materials and in a hopper entirely free and independent of that used for weighing the aggregates. (2) Mixers and Agitators. _ (a) General: Mixers shall be of an approved stationary or truck-type capable of combining the ingredients into a thoroughly mixed and uniform mass. Facilities shall be provided to permit ready access to the inside of the drum for inspection, cleaning and repair of blades. Mixers and agitators shall be subject to daily examination for changes in condition due to accumulation of hardened concrete and/or wear of blades, and any hardened concrete shall be removed before the mixer will be permitted to be used. Worn blades shall be repaired or replaced with new in 030020 Page 11 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F accordance with the manufacturer's design and arrangement for that particular unit when any part or section is worn as much as 10 percent below the original height of the manufacturer's design. (b) Stationary Mixers: These shall conform to the requirements of Article "Mixing and Mixing Equipment". Truck mixers mounted on a stationary base will not be considered as a stationary mixer. (c) Truck Mixers: In addition, truck mixers shall comply with the following requirements: An engine in satisfactory working condition and capable of accurately gauging the desired speed of rotation shall be mounted as an integral part of the mixing unit for the purpose of rotating the drum. Truck mixers equipped with a transmission that will govern the speed of the drum within the specified revolutions per minute(rpm)will not require a separate engine. All truck mixers shall be equipped with actuated counters by which the proper number of revolutions of the drum, as specified in Article 11. A. above, may be readily verified. The counters shall be read and recorded at the start of mixing at mixing speeds. Each until shall have adequate water supply and accurate metering or gauging devices for measuring the amount used. (d) Agitators: Concrete agitators shall be of the truck type, capable of maintaining a thoroughly mixed and uniform concrete mass and discharging it within the same degree of uniformity specified for mixers. Agitators shall comply with all of the requirements for truck mixers, except for the actual mixing requirements. C. Operation of Plant and Equipment. Delivery of ready-mixed concrete shall equal or exceed the rate approved by the Engineer for continuous placement. In all cases, the delivery of concrete to the placement site shall assure compliance with the time limits in the applicable specification for depositing successive batches in any monolithic unit. The Contractor shall satisfy the Engineer that adequate standby trucks are available. A standard ticket system will be used for recording concrete batching,mixing and delivery date. Tickets will be delivered to the job inspector. Loads arriving without ticket and/or in unsatisfactory condition shall not be used. When a stationary mixer is used for the entire mixing operation, the mixing time for one cubic yard of concrete shall be one minute plus 15 seconds for each additional cubic yard or portion thereof. This mixing time shall start when all cement, aggregates and initial water have entered the drum. 030020 Page 12 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F The mixer shall be charged so that some of the mixing water will enter the drum in advance of the cement and aggregate. All of the mixing water shall be in the drum by the end of the first one-fourth of the specified mixing time. Water used to flush down the blades after charging shall be accurately measured and included in the quantity of mixing water. The introduction of the initial mixing water, except blade wash down water and that permitted in this Article, shall be prior to or simultaneous with the charging of the aggregates and cement. The loading of truck mixers shall not exceed 63 percent of the total volume of the drum. When used as an agitator only,the loading shall not exceed 80 percent of the drum volume. When Ready-Mix Concrete is used, additional mortar (one sack cement, three parts sand and sufficient water) shall be added to the batch to coat the drum of the mixer or agitator truck, and this shall be required for every load of Class C concrete only and for the first batch from central mix plants. A portion of the mixing water, required by the batch design to produce the desired slump, may be withheld and added at the job site, but only with permission of the Engineer and under his supervision. When water is added under the above conditions, it shall be thoroughly mixed as specified below for water added at the job site. Mixing speed shall be attained as soon as all ingredients are in the mixer, and each complete batch (containing all the required ingredients) shall be mixed not less than 70 nor more than 100 revolutions of the drum at mixing speed except that when water is added at the job site, 25 revolutions (minimum) at mixing speed will be required to uniformly disperse the additional water throughout the mix. Mixing speed shall be as designated by the manufacturer. All revolutions after the prescribed mixing time shall be at agitating speed. The agitating speed shall be not less than one (1) nor more than five (5) rpm. The drum shall be kept in continuous motion from the time mixing is started until the discharge is completed. 12. PLACING, CURING AND FINISHING The placing of concrete, including construction of forms and falsework, curing and finishing, shall be in accordance with City Standard Specification Section 038000 "Concrete Structures". 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete of the various classifications which will constitute the completed and accepted structure(s) in-place will be measured by the cubic yard, per each, square foot, square yard or linear foot, as the case may be. Measurement will be as shown on the drawings and/or in the Bid Form. Payment shall be full compensation for furnishing, hauling, mixing,placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material required by this specification or shown on the plans; and for all forms and falsework, labor, tools, equipment and incidentals necessary to complete the work. 030020 Page 13 of 13 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 032020 REINFORCING STEEL 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforcing steel, deformed and smooth, of the size and quantity designated on the plans and in accordance with these specifications. 2. MATERIALS Unless otherwise designated on the plans, all bar reinforcement shall be deformed, and shall conform to ASTM Designation: A 615, Grades 60 or 75, and shall be open hearth, basic oxygen, or electric furnace new billet steel. Large diameter new billet steel(Nos. 14 and 18), Grade 75,will be permitted for straight bars only. Where bending of bar sizes No. 14 or No. 18 of Grade 60 is required, bend testing shall be performed on representative specimens as described for smaller bars in the applicable ASTM Specification. The required bend shall be 90 degrees around a pin having a diameter of 10 times the nominal diameter of the bar. Spiral reinforcement shall be smooth (not deformed) bars or wire of the minimum diameter shown on the plans, and shall be made by one or more of the following processes: open hearth, basic oxygen, or electric furnace. Bars shall be rolled from billets reduced from ingots and shall comply with ASTM Designation: A 306, Grade 65 minimum (references to ASTM Designation: A 29 is voided). Dimensional tolerances shall be in accordance with ASTM Designation: A 615, or ASTM Designation: A 615, Grade 60, except for deformations. Wire shall be cold-drawn from rods that have been hot-rolled from billets and shall comply with ASTM Designation: A 185. In cases where the provisions of this specification are in conflict with the provisions of the ASTM Designation to which reference is made,the provisions of this specification shall govern. Report of chemical analysis showing the percentages of carbon, manganese,phosphorus and sulphur will be required for all reinforcing steel when it is to be welded. 032020 Page 1 of 6 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F The nominal size and area and the theoretical weight of reinforcing steel bars covered by this specification are as follows: Nominal Weight per Bar Size Diameter, Nominal Area, Linear Foot, Number In. Sq. In. Pounds 2 0.250 0.05 0.167 3 0.375 0.11 0.376 4 0.500 0.20 0.668 5 0.625 0.31 1.043 6 0.750 0.44 1.502 7 0.875 0.60 2.044 8 1.000 0.79 2.670 9 1.128 1.00 3.400 10 1.270 1.27 4.303 11 1.410 1.56 5.313 14 1.693 2.25 7.6 18 2.257 4.00 13.60 Smooth round bars shall be designated by size number through No. 4. Smooth bars larger than No. 4 shall be designated by diameter in inches. When wire is ordered by gauge numbers, the following relation between gauge number and diameter, in inches, shall apply unless otherwise specified: Equivalent Equivalent Gauge Diameter, Gauge Diameter, Number Inches Number Inches 0 0.3065 8 0.1620 1 0.2830 9 0.1483 2 0.2625 10 0.1350 3 0.2437 11 0.1205 4 0.2253 12 0.1055 5 0.2070 13 0.0915 6 0.1920 14 0.0800 7 0.1770 032020 Page 2 of 6 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 3. BENDING The reinforcement shall be bent cold, true to the shapes indicated on the plans. Bending shall preferably be done in the shop. Irregularities in bending shall be cause for rejection. Unless otherwise shown on the plans, the inside diameter of bar bends, in terms of the nominal bar diameter(d), shall be as follows: Bends of 90 degrees and greater in stirrups, ties and other secondary bars that enclose another bar in the bend: Grade 60 43, 44, 45 4d 46, 47, 48 5d All bends in main bars and in secondary bars not covered above: Grade 60 Grade 75 43 thru 48 6d 49, 410 8d -- 411 8d 8d 414, 418 10d -- 032020 Page 3 of 6 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F 4. TOLERANCES Fabricating tolerances for bars shall be within 3 percent of specified or as follows: Plan Dimon. a 3/4" 7/8*' Bar or Smaller—Plan. Dimon. t I Bar or Larger --P+on. D+men. * 1" H= over 6"--Damen.+ Zero or H = 6 a—`nd lass-{}imen. + Zero or -i/4" H 7/8- Bar or Sma/ier--Plan Dimon. = i/Z' r I" Bar or t_arger—Plan Oisnen. : 1'* viral or Circular Tie Tie or giFP41onCO)ime;n.*IY Plan Oin-=a=1/2 5. STORING Steel reinforcement shall be stored above the surface of the ground upon platforms, skids or other supports, and shall be protected as far as practicable from mechanical injury and surface deterioration caused by exposure to conditions producing rust. When placed in the work, reinforcement shall be free from dirt, paint, grease, oil, or other foreign materials. Reinforcement shall be free from injurious defects such as cracks and laminations. Rust, surface seams, surface irregularities or mill scale will not be cause for rejection,provided the minimum dimensions, cross- sectional area and tensile properties of a hand wire crushed specimen meets the physical requirements for size and grade of steel specified. 6. SPLICES No splicing of bars, except when provided on the plans or specified herein,will be permitted without written approval of the Engineer. Splices will not be permitted in main reinforcement at points of maximum stress. When permitted in main bars, splices in adjacent bars shall be staggered a minimum of two splice lengths. 032020 Page 4 of 6 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TABLE 1 Minimum Lap Requirements Lia Uncoated Coated Lap in inches > 40d 60d Where: d=bar diameter in inches Welding of reinforcing bars may be used only where shown on the plans or as permitted herein. All welding operations, processes, equipment, materials, workmanship and inspection shall conform to the requirements of the drawings and industry standards. All splices shall be of such dimension and character as to develop the full strength of bar being spliced. End preparation for butt welding reinforcing bars shall be done in the field. Delivered bars shall be of sufficient length to permit this practice. For box culvert extensions with less than one foot of fill, the existing longitudinal bars shall have a 20-diameter lap with the new bars. For box culvert extensions with more than one foot of fill, a minimum of 6 inches lap will be required. Unless otherwise shown on the plans, dowel bars transferring tensile stresses shall have a minimum embedment equal to the minimum lap requirements shown in Table 1. Shear transfer dowels shall have a minimum embedment of 12 inches. 7. PLACING Reinforcement shall be placed as near as possible in the position shown on the plans. Unless otherwise shown on the plans, dimensions shown for reinforcement are to the centers of the bars. In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from plan placement by more than one-twelfth of the spacing between bars. In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from plan placement by more than one-quarter inch. Cover of concrete to the nearest surface of steel shall meet the above requirements but shall never be less than one inch or as otherwise shown on the plans. Vertical stirrups shall always pass around the main tension members and be attached securely thereto. The reinforcing steel shall be spaced its required distance from the form surface by means of approved galvanized metal spacers, metal spacers with plastic coated tips, stainless steel spacers, plastic spacers, or approved pre-cast mortar or concrete blocks. For approval of plastic spacers on the project, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5 percent solution of sodium hydroxide for 120 hours. All reinforcing steel shall be tied at all intersections, except that where spacing is less than one foot in each direction, alternate intersections only need be tied. Before any concrete is placed, all mortar shall be cleaned from the reinforcement. Precast mortar or concrete blocks to be used for holding steel in position adjacent to formed surfaces shall be cast in molds meeting the approval of the Engineer and shall be cured by covering with wet burlap or cotton 032020 Page 5 of 6 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F mats for a period of 72 hours. The blocks shall be cast in the form of a frustum of a cone or pyramid with the smaller face placed against the forms. A suitable tie wire shall be provided in each block, to be used for anchoring to the steel. Except in unusual cases, and when specifically otherwise authorized by the Engineer, the size of the surface to be placed adjacent to the forms shall not exceed two and one-half inches square or the equivalent thereof in cases where circular or rectangular areas are provided. Blocks shall be cast accurately to the thickness required, and the surface to be placed adjacent to the forms shall be a true plane free of surface imperfections. Reinforcement shall be supported and tied in such manner that a sufficiently rigid case of steel is provided. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measures are taken. Sufficient measurements shall be made during concrete placement to insure compliance with the first paragraph of Article 7 of this specification. Mats of wire fabric shall overlap each other sufficiently to maintain a uniform strength and shall be fastened securely at the ends and edges. No concrete shall be deposited until the Engineer has inspected the placement of the reinforcing steel and given permission to proceed. 8. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, reinforcing steel is considered subsidiary to the various items shown in the Bid Form and shall not be measured and paid for as a separate item. 032020 Page 6 of 6 Rev.10-30-2014 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 038000 CONCRETE STRUCTURES 1. DESCRIPTION This specification shall govern for construction of all types of structures involving the use of structural concrete, except where the requirements are waived or revised by other governing specifications. All concrete structures shall be constructed in accordance with the design requirements and details shown on the plans; in conformity with the pertinent provisions of the items contracted for; the incidental specifications referred to; and in conformity with the requirements herein. 2. MATERIALS (1) Concrete. All concrete shall conform to the provisions of City Standard Specification Section 030020 "Portland Cement Concrete". The class of concrete for each type of structure or unit shall be as specified on the plans or by pertinent governing specifications. (2) Expansion Joint Material. (a) Preformed Fiber Material. Preformed fiber expansion joint material shall be of the dimensions shown on the plans. The material shall be one of the following types, unless otherwise noted on the plans: 1. Preformed Bituminous Fiber Materials shall meet the requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)". 2. Preformed Non-Bituminous Fiber Material shall meetthe requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)",exceptthatthe requirements pertaining to bitumen content, density and water absorption shall be voided. 3. Redwood. (b) Joint Sealing Materials. Unless otherwise shown on the drawings, joint sealing material shall conform to the following requirements. The material shall adhere to the sides of the concrete joint or crack and shall form an effective seal against infiltration of water and incompressibles. The material shall not crack or break when exposed to low temperatures. 038000 Page 1 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 1. Class 1-a. (Two-Component, Synthetic Polymer,Cold-Extruded Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. This type is specifically designed for vertical or sloping joints and hence not self-leveling. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 24 hours. For performance requirements see under 2.(2)(b)2. below. 2. Class 1-b. (Two-Component, Synthetic Polymer,Cold-Pourable, Self-Leveling Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 3 hours. Performance Requirements: Class 1-a and Class 1-b joint materials,when tested in accordance with TxDOT Test Method Tex-525-C,shall meet the above curing times and the following requirements: It shall be of such consistency that it can be mixed and poured, or mixed and extruded into joints at temperatures above 60 degrees F. Penetration, 77°F.: 150 gm. cone, 5 sec., max., cm.................. 0.90 Bond and Extension 75%, O°F, 5 cycles: Dry Concrete Blocks............................ Pass Wet Concrete Blocks............................ Pass Steel Blocks...(Primed if specified by manuf.). Pass Flow at 200°F................................. None Water Content%by weight, max................. 5.0 Resilience: Original sample min. % (cured)................. 50 Oven aged at 158°F min. % .................... 50 For Class 1-a Material Only: Cold Flow (10 min.)............................ None (c) Asphalt Board. Asphalt Board shall consist of two liners of 0.016-inch asphalt impregnated paper,filled with a mastic mixture of asphalt and vegetable fiber and/or mineral filler. Boards shall be smooth,flat and sufficiently rigid to permit installation. When tested in accordance with TxDOT Test Method Tex-524-C,the asphalt board shall not deflect from the horizontal more than one inch in three and one-half inches (1" in 31/2"). (d) Rebonded Neoprene Filler. Rebonded neoprene filler shall consist of ground closed- cell neoprene particles, rebonded and molded into sheets of uniform thickness, of the dimensions shown on plans. Filler material shall have the following physical properties and shall meet the requirements of ASTM Designation: D 1752"Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction", Type 1, where applicable: 038000 Page 2 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F PROPERTY METHOD REQUIREMENT Color ASTM D1752, Type 1 Black Density ASTM D1752, Type 1 40 lb./ft' Min. Recovery ASTM D1752, Type 1 90% Min. Compression ASTM D1752, Type 1 50 to 500 psi Extrusion ASTM D1752, Type 1 0.25 inch Max. Tensile Strength ASTM D1752, Type 1 20 psi Min. Elongation 75% Min. The manufacturers shall furnish the Engineer with certified test results as to compliance with the above requirements and a 12 inch x 12 inch x 1 inch sample from the shipment for approval. (3) Curing Materials. (a) Membrane curing materials shall comply with ASTM Designation: C 309 "Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete",Type 1 clear or translucent, or Type 2 white-pigmented. The material shall have a minimum flash-point of 80 degrees F when tested by the "Pensky-Martin Closed Cup Method". It shall be of such consistency that it can be satisfactorily applied as a fine mist through an atomizing nozzle by means of approved pressure spraying equipment at atmospheric temperatures above 40 degrees F. It shall be of such nature that it will not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete or its components. Type 1 compound shall contain a fugitive dye that will be distinctly visible not less than 4 hours nor more than 7 days after application. The compound shall produce a firm,continuous,uniform moisture impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. It shall,when applied to the damp concrete surface at the rate of coverage specified herein,be dry to the touch in not more than 4 hours, and shall adhere in a tenacious film without running off or appreciable sagging. It shall not disintegrate, check,peel or crack during the required curing period. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. The compound shall be delivered to the job only in the manufacturer's original containers, which shall be clearly labeled with the manufacturer's name, the trade name of the material, and a batch number or symbol with which test samples may be correlated. The water retention test shall be in accordance with TxDOT Test Method Tex-219-F. Percentage loss shall be defined as the water lost after the application of the curing material was applied. The permissible percentage moisture loss (at the rate of coverage specified herein) shall not exceed the 038000 Page 3 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F following: 24 hours after application............2 percent 72 hours after application............4 percent Type 1 (Resin Base Only)curing compound will be permitted for slab concrete in bridge decks and top slabs of direct traffic culverts. (b) Mat curing of concrete is allowed where permitted by Table 1 in this specification or where otherwise approved by the Engineer. 3. EXPANSION JOINTS Joints and devices to provide for expansion and contraction shall be constructed where and as indicated herein or on the plans. All open j oints and j oints to be filled with expansion j oint material,shall be constructed using forms adaptable to loosening or early removal. To avoid expansion or contraction damage to the adjacent concrete, these forms shall be loosened as soon as possible after final concrete set to permit free movement without requiring full form removal. Prior to placing the sealing material, the vertical facing the joint shall be cleaned of all laitance by sandblasting or by mechanical routing. Cracked or spalled edges shall be repaired. The joint shall be blown clean of all foreign material and sealed. Where preformed fiber j oint material is used,it shall be anchored to the concrete on one side of the joint by light wire or nails, to prevent the material from falling out. The top one inch(1") of the joint shall be filled with joint sealing material. Finished joints shall conform to the indicated outline with the concrete sections completely separated by the specified opening or joint material. Soon after form removal and again where necessary after surface finishing, all projecting concrete shall be removed along exposed edges to secure full effectiveness of the expansion joints. 4. CONSTRUCTION JOINTS The j oint formed by placing plastic concrete in direct contact with concrete that has attained its initial set shall be deemed a construction joint. The term "monolithic placement" shall be interpreted to mean at the manner and sequence of concrete placing shall not create construction joints. Construction joints shall be of the type and at the locations shown on the plans. Additional joints will not be permitted without written authorization from the Engineer, and when authorized, shall have details equivalent to those shown on the plans for joints in similar locations. Unless otherwise provided, construction joints shall be square and normal to the forms. Bulkheads shall be provided in the forms for all joints, except when horizontal. Construction joints requiring the use of joint sealing material shall be as detailed on the plans. The 038000 Page 4 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F material will be specified on the plans without referenced to joint type. A concrete placement terminating at a horizontal construction joint shall have the top surface roughened thoroughly as soon as practicable after initial set is attained. The surfaces at bulkheads shall be roughened as soon as the forms are removed. The hardened concrete surface shall be thoroughly cleaned of all loose material, laitance, dirt or foreign material, and saturated with water so it is moist when placing fresh concrete against it. Forms shall be drawn tight against the placing of the fresh concrete. 5. FORMS (1) General. Except where otherwise specified, forms may be of either timber or metal. Forms for round columns exposed to view shall be of steel, except that other materials will be allowed with written permission of the Engineer. Forming plans shall be submitted to the Engineer for approval as specified. Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. The rate of placing the concrete shall betaken into consideration in determining the depth of the equivalent liquid. For j ob fabricated forms,an additional live load of 50 pounds per square foot shall be allowed on horizontal surfaces. The maximum unit stresses shall not exceed 125 percent of the allowable stresses used by the Texas Department of Transportation for the design of structures. Commercially produced structural units used in formwork shall not exceed the manufacturer's maximum allowable working load for moment,shear or end reaction. The maximum working load shall include a live load of 35 pounds per square foot of horizontal form surface, and sufficient details and data shall be submitted for use in checking formwork details for approval. Forms shall be practically mortar-tight,rigidly braced and strong enough to preventbulging between supports, and maintained to the proper line and grade during concrete placement. Forms shall be maintained in a manner that will prevent warping and shrinkage. Offset at form joints shall not exceed one-sixteenth of an inch (1/16"). Deflections due to cast-in-place slab concrete and railing shown in the dead load deflection diagram shall be taken into account in the setting of slab forms. All forms and footing areas shall be cleaned of any extraneous matter before placing concrete. Permission to place concrete will not be given until all such work is completed to the satisfaction of the Engineer. If, at any stage of the work,the forms show signs of bulging or sagging,the portion of the concrete causing such condition shall be removed immediately, if necessary, and the forms shall be reset and securely braced against further movement. 038000 Page 5 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (2) Timber Forms. Lumber for forms shall be properly seasoned, of good quality, and free from imperfections which would affect its strength or impair the finished surface of the concrete. The lumber used for facing or sheathing shall be finished on at least one side and two edges and shall be sized to uniform thickness. Form lining will be required for all formed surfaces, except for the inside of culvert barrels, inlets and manholes; surfaces that are subsequently covered by backfill material or are completely enclosed; and, any surface formed by a single finished board. Lining will not be required when plywood forms are used. Form lining shall be of an approved type such as Masonite or plywood. Thin membrane sheeting, such as polyethylene sheets, shall not be used for form lining. Forms may be constructed of plywood not less than one-half inch in thickness,with no form lining required. The grain of the face plies on plywood forms shall be placed parallel to the span between the supporting studs or joists. Plywood used for forming surfaces that remain exposed shall be equal to that specified as B-B Plyform Class I or Class II Exterior, of the U. S. Department of Commerce, National Bureau of Standards and Technology, latest edition. Forms or form lumber to be reused shall be maintained clean and in good condition. Any lumber which is split, warped, bulged, marred, or has defects that will produce inferior work, shall not be used and, if condemned, shall be promptly removed from the work. Studs and j oists shall be spaced so that the facing form material remains in true alignment under the imposed loads. Wales shall be spaced close enough to hold forms securely to the designated lines and scabbed at least 4 feet on each side of joints to provide continuity. A row of wales shall be placed near the bottom of each placement. Facing material shall be placed with parallel and square joints and securely fastened to supporting studs. Forms for surfaces receiving only an ordinary finish and exposed to view shall be placed with the form panels symmetrical, i.e., long dimensions set in the same direction. Horizontal joints shall be continuous. Molding specified for chamfer strips or other uses shall be made of materials of a grade that will not split when nailed and which can be maintained to a true line without warping. Wood molding shall be mill cut and dressed on all faces. Unless otherwise provided, forms shall be filleted at all sharp corners and edges with triangular chamfer strips measuring three-quarter inch (3/4") on the sides. Forms for railing and ornamental work shall be constructed to standards equivalent to first-class millwork All moldings,panel work and bevel strips shall be straight and true with nearly mitered joints designed so the finished work is true, sharp and clean cut. 038000 Page 6 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F All forms shall be constructed to permit their removal without marring or damaging the concrete. The forms may be given a slight draft to permit ease of removal. Metal form ties of an approved type or a satisfactory substitute shall be used to hold forms in place and shall be of a type that permits ease of removal of the metal as hereinafter specified. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. They shall be made so the metal may be removed without undue chipping or spalling,and when removed,shall leave a smooth opening in the concrete surface. Burning off of rods, bolts or ties will not be permitted. Any wire ties used shall be cut back at least one-half inch(1/2") from the face of the concrete. Devices holding metal ties in place shall be capable of developing the strength of the tie and adjustable to allow for proper alignment. Metal and wooden spreaders which are separate from the forms shall be removed entirely as the concrete is being placed. Adequate clean-out openings shall be proved for narrow walls and other locations where access to the bottom of the forms is not readily attainable. Prior to placing concrete, the facing of all forms shall be treated with oil or other bond breaking coating of such composition that it will not discolor or otherwise injuriously affect the concrete surface. Care shall be exercised to prevent coating of the reinforcing steel. (3) Metal Forms. The foregoing requirements for timber forms regarding design,mortar-tightness, filleted corners,beveled projections,bracing,alignment,removal,reuse and wetting shall also apply to metal forms, except that these will not require lining, unless specifically noted on the plans. The thickness of form metal shall be as required to maintain the true shape without warping or bulging. All bolt and rivet heads on the facing sides shall be countersunk. Clamps,pins or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. Metal forms which do not present a smooth surface or line up properly shall not be used. Metal shall be kept free from rust, grease or other foreign materials. 6. PLACING REINFORCEMENT Reinforcement in concrete structures shall be placed carefully and accurately and rigidly supported as provided in the City Standard Specification Section 032020 "Reinforcing Steel". Reinforcing steel supports shall not be welded to I-beams or girders. 7. PLACING CONCRETE-GENERAL The minimum temperature of all concrete at the time of placement shall be not less than 50 degrees F. 038000 Page 7 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When conditions are such that additional moisture is needed for finishing,the required water shall be applied to the surface by fog spray only,and shall be held to a minimum amount. Fog spray for this purpose may be applied with hand operated fogging equipment. The maximum time interval between the addition of cement to the batch and the placing of concrete in the forms shall not exceed the following: Air or Concrete Temperature Maximum Time Non-Agitated Concrete: Above 80 degrees F 15 minutes Up to 80 degrees F 30 minutes Agitated Concrete: Above 90 degrees F 45 minutes 75 degrees F to 90 degrees F 60 minutes 35 degrees F to 74 degrees F 90 minutes The use of an approved retarding agent in the concrete will permit the extension of each of the above temperature-time maximums by 30 minutes for direct traffic culverts, and one hour for all other concrete except that the maximum time shall not exceed 30 minutes for non-agitated concrete. Before starting work,the Contractor shall inform the Engineer fully of the construction methods he proposes to use, the adequacy of which shall be subject to the approval of the Engineer. The Contractor shall give the Engineer sufficient advance notice before placing concrete in any unit of the structure to permit the inspection of forms,reinforcing steel placement,and other preparations. Concrete shall not be placed in any unit prior to the completion of formwork and placement of reinforcement therein. Concrete mixing, placing and finishing shall be done during daylight hours, unless adequate provisions are made to light the entire site of all operations. Concrete placement will not be permitted when impending weather conditions will impair the quality of the finished work. If rainfall should occur after placing operations are started,the Contractor shall provide ample covering to protect the work. In case of drop in temperature,the provisions set forth in Article "Placing Concrete in Cold Weather" of this specification shall be applied. The placing of concrete shall be regulated so the pressures caused by the plastic concrete shall not exceed the loads used in form design. 038000 Page 8 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F The method of handling, placing and consolidation of concrete shall minimize segregation and displacement of the reinforcement, and produce a uniformly dense and compact mass. Concrete shall not have a free fall of more than 5 feet,except in the case of thin walls such as in culverts. Any hardened concrete spatter ahead of the plastic concrete shall be removed. The method and equipment used to transport concrete to the forms shall be capable of maintaining the rate of placement approved by the Engineer. Concrete may be transported by buckets, chutes, buggies, belt conveyors,pumps or other acceptable methods. When belt conveyors or pumps are used, sampling for testing will be done at the discharge end. Concrete transported by conveyors shall be protected from sun and wind,if necessary,to prevent loss of slump and workability. Pipes through which concrete is pumped shall be shaded and/or wrapped with wet burlap, if necessary, to prevent loss of slump and workability. Concrete shall not be transported through aluminum pipes, tubes or other aluminum equipment. Chutes,troughs, conveyors or pipes shall be arranged and used so that the concrete ingredients will not be separated. When steep slopes are necessary,the chutes shall be equipped with baffle boards or made in short lengths that reverse the direction of movement, or the chute ends shall terminate in vertical downspouts. Open troughs and chutes shall extend, if necessary, down inside the forms or through holes left in them. All transporting equipment shall be kept clean and free from hardened concrete coatings. Water used for cleaning shall be discharged clear of the concrete. Each part of the forms shall be filled by depositing concrete as near its final position as possible. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars without displacing them. Depositing large quantities at one point and running or working it along the forms will not be allowed. Concrete shall be deposited in the forms in layers of suitable depth but not more than 36 inches in thickness, unless otherwise directed by the Engineer. The sequence of successive layers or adjacent portions of concrete shall be such that they can be vibrated into a homogenous mass with the previously placed concrete without a cold j oint. Not more than one hour shall elapse between adjacent or successive placements of concrete. Unauthorized construction joints shall be avoided by placing all concrete between the authorized joints in one continuous operation. An approved retarding agent shall be used to control stress cracks and/or unauthorized cold j oints in mass placements where differential settlement and/or setting time may induce stress cracking. Openings in forms shall be provided, if needed, for the removal of laitance of foreign matter of any kind. All forms shall be wetted thoroughly before the concrete is placed therein. All concrete shall be well consolidated and the mortar flushed to the form surfaces by continuous working with immersion type vibrators. Vibrators which operate by attachment to forms or reinforcement will not be permitted, except on steel forms. At least one stand-by vibrator shall be 038000 Page 9 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F provided for emergency use in addition to those required for placement. The concrete shall be vibrated immediately after deposit. Prior to the beginning of work, a systematic spacing of the points of vibration shall be established to insure complete consolidation and thorough working of the concrete around the reinforcement, embedded fixtures, and into the corners and angles of the forms. Immersion type vibrators shall be inserted vertically,at points 18 to 30 inches apart, and slowly withdrawn. The vibrator may be inserted in a sloping or horizontal position in shallow slabs. The entire depth of each lift shall be vibrated, allowing the vibrator to penetrate several inches into the preceding lift. Concrete along construction joints shall be thoroughly consolidated by operating the vibrator along and close to butnot againstthe joint surface. The vibration shall continue until thorough consolidation,and complete embedment of reinforcement and fixtures is produced,but not long enough to cause segregation. Vibration may be supplemented by hand spading or rodding, if necessary,to insure the flushing of mortar to the surface of all forms. Slab concrete shall be mixed in a plant located off the structure. Carting or wheeling concrete batches over completed slabs will not be permitted until they have aged at least four(4)full curing days. If carts are used,timber planking will be required for the remainder of the curing period. Carts shall be equipped with pneumatic tires. Curing operations shall not be interrupted for the purpose of wheeling concrete over finished slabs. After concrete has attained its initial set,at least one(1)curing day shall elapse before placing strain on projecting reinforcement to prevent damage to the concrete. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, when permitted, shall be limited to quantities and distribution that will not induce excessive stresses. 8. PLACING CONCRETE IN COLD WEATHER (1) Cast-in-Place Concrete. Concrete maybe placed when the atmospheric temperature is not less than 35 degrees F. Concrete shall not be placed in contact with any material coated with frost or having a temperature less than 32 degrees F. Aggregates shall be free from ice, frost and frozen lumps. When required, in order to produce the minimum specified concrete temperature,the aggregate and/or the water shall be heated uniformly, in accordance with the following: The water temperature shall not exceed 180 degrees F,and/or the aggregate temperature shall not exceed 150 degrees F. The heating apparatus shall heat the mass of aggregate uniformly. The temperature of the mixture of aggregates and water shall be between 50 degrees F and 85 degrees F before introduction of the cement. All concrete shall be effectively protected as follows: (a) The temperature of slab concrete of all unformed surfaces shall be maintained at 50 degrees F or above for a period of 72 hours from time of placement and above 40 degrees F for an additional 72 hours. 038000 Page 10 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (b) The temperature at the surface of all concrete in piers, culverts walls,retaining walls,parapets,wingwalls,bottoms of slabs,and other similar formed concrete shall be maintained at 40 degrees F or above for a period of 72 hours from time of placement. (c) The temperature of all concrete, including the bottom slabs of culverts placed on or in the ground, shall be maintained above 32 degrees F for a period of 72 hours from time of placement. Protection shall consist of providing additional covering, insulated forms or other means, and if necessary, supplementing such covering with artificial heating. Curing as specified under Article "Curing Concrete" of this specification shall be provided during this period until all requirements for curing have been satisfied. When impending weather conditions indicate the possibility of the need for such temperature protection, all necessary heating and covering material shall be on hand ready for use before permission is granted to begin placement. Sufficient extra test specimens will be made and cured with the placement to ascertain the condition of the concrete as placed,prior to form removal and acceptance. (2) Precast Concrete. A fabricating plant for precast products which has adequate protection from cold weather in the form of permanent or portable framework and covering, which protects the concrete when placed in the forms,and is equipped with approved steam curing facilities,may place concrete under any low temperature conditions provided: (a) The framework and covering are placed and heat is provided for the concrete and the forms within one hour after the concrete is placed. This shall not be construed to be one hour after the last concrete is placed,but that no concrete shall remain unprotected longer than one hour. (b) Steam heat shall keep the air surrounding the concrete between 50 degrees F and 85 degrees F for a minimum of three hours prior to beginning the temperature rise which is required for steam curing. (c) For fabricating plants without the above facilities and for j ob site precast products,the requirements of the Article "Curing Concrete" of this specification shall apply. The Contractor is responsible for the protection of concrete placed under any and all weather conditions. Permission given by the Engineer for placing concrete during freezing weather will in no way relieve the Contractor of the responsibility for producing concrete equal in quality to that placed under normal conditions. Should concrete placed under such conditions prove unsatisfactory,it shall be removed and replaced at no additional cost. 038000 Page 11 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 9. PLACING CONCRETE IN WATER Concrete shall be deposited in water only when specified on the plans or with written permission by the Engineer. The forms or cofferdams shall be sufficiently tight to prevent any water current passing through the space in which the concrete is being deposited. Pumping will not be permitted during the concrete placing, nor until it has set for at least 36 hours. The concrete shall be placed with a tremie, closed bottom-dump bucket,or other approved method, and shall not be permitted to fall freely through the water nor shall it be disturbed after it has been placed. The concrete surface shall be kept approximately level during placement. The tremie shall consist of a water-tight tube 14 inches or less in diameter. It shall be constructed so that the bottom can be sealed and opened after it is in place and fully charged with concrete. It shall be supported so that it can be easily moved horizontally to cover all the work area and vertically to control the concrete flow. Bottom-dump buckets used for underwater placing shall have a capacity of not less than one-half cubic yard. It shall be lowered gradually and carefully until it rests upon the concrete already placed and raised very slowly during the upward travel;the intent being to maintain still water at the point of discharge and to avoid agitating the mixture. The placing operations shall be continuous until the work is complete. 10. PLACING CONCRETE IN BOX CULVERTS In general, construction joints will be permitted only where shown on the plans. Where the top slab and walls are placed monolithically in culverts more than 4 feet in clear height, an interval of not less than one (1)nor more than two (2) hours shall elapse before placing the top slab to allow for shrinkage in the wall concrete. The base slab shall be finished accurately at the proper time to provide a smooth uniform surface. Top slabs which carry direct traffic shall be finished as specified for roadway slabs in Article"Finish of Roadway Slabs". Top slabs of fill type culverts shall be given a reasonably smooth float finish. 11. PLACING CONCRETE IN FOUNDATIONS AND SUBSTRUCTURE Concrete shall not be placed in footings until the depth and character of the foundation has been inspected by the Engineer and permission has been given to proceed. Placing of concrete footings upon seal concrete courses will be permitted after the caissons or cofferdams are free from water and the seal concrete course cleaned. Any necessary pumping or bailing during the concreting operation shall be done from a suitable sump located outside the forms. All temporary wales or braces inside cofferdams or caissons shall be constructed or adjusted as the work proceeds to prevent unauthorized construction joints in footings or shafts. 038000 Page 12 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F When footings can be placed in a dry excavation without the use of cofferdams or caissons, forms may be omitted,if desired by the Contractor and approved by the Engineer,and the entire excavation filled with concrete to the elevation of the top of footing; in which case, measurement for payment will be based on the footing dimensions shown on the plans. 12. TREATMENT AND FINISHING OF HORIZONTAL SURFACES EXCEPT ROADWAY SLABS All unformed upper surfaces shall be struck off to grade and finished. The use of mortar topping for surfaces under this classification will not be permitted. After the concrete has been struck off,the surface shall be floated with a suitable float. Sidewalks shall be given a wood float or broom finish, or may be striped with a brush, as specified by the Engineer. Other surfaces shall be wood float finished and striped with a fine brush leaving a fine- grained texture. 13. FINISH OF ROADWAY SLABS As soon as the concrete has been placed and vibrated in a section of sufficient width to permit working,the surface shall be approximately leveled,struck off and screeded,carrying a slight excess of concrete ahead of the screed to insure filling of all low spots. The screed shall be designed rigid enough to hold true to shape and shall have sufficient adjustments to provide for the required camber. A vibrating screed may be used if heavy enough to prevent undue distortion. The screeds shall be provided with a metal edge. Longitudinal screeds shall be moved across the concrete with a saw-like motion while their ends rest on headers or templates set true to the roadway grade or on the adjacent finished slab. The surface of the concrete shall be screeded a sufficient number of times and at such intervals to produce a uniform surface, true to grade and free of voids. If necessary, the screeded surface shall be worked to smooth finish with a long handled wood or metal float of the proper size, or hand floated from bridges over the slab. When required by the Engineer,the Contractor shall perform sufficient checks with a long handled 10-foot straightedge on the plastic concrete to insure that the final surface will be within the tolerances specified below. The check shall be made with the straightedge parallel to the centerline. Each pass thereof shall lap half of the preceding pass. All high spots shall be removed and all depressions over one-sixteenth inch(1/16") in depth shall be filled with fresh concrete and floated. The checking and floating shall be continued until the surface is true to grade and free of depressions, high spots, voids or rough spots. Rail support holes shall be filled with concrete and finished to match the top of the slab. Surface Texturing. Perform surface texturing using a either carpet drag or metal tining as indicated on the drawings. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag 038000 Page 13 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. A metal-tine texture finish is required using a tining machine unless otherwise shown on the plans. Provide the metal-tine finish immediately after the concrete surface has set enough for consistent tining. Operate the metal-tine device to obtain grooves spaced at 1 in., approximately 3/16 in. deep,with a minimum depth of 1/8 in., and approximately 1/12 in. wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage to the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid. Upon completion of the floating and/or straight edging and before the disappearance of the moisture sheen,the surface shall be given a broom or burlap drag finish. The grooves of these finishes shall be parallel to the structure centerline. It is the intent that the average texture depth resulting from the number of tests directed by the Engineer be not less than 0.035 inch with a minimum texture depth of 0.030 inch for anyone test when tested in accordance with TxDOT Test Method Tex-436-A. Should the texture depth fall below that intended, the finishing procedures shall be revised to produce the desired texture. After the concrete has attained its final set, the roadway surface shall be tested with a standard 10- foot straightedge. The straightedge shall be placed parallel to the centerline of roadway to bridge any depressions and touch high spots. Ordinates of irregularities measured from the face of the straightedge to the surface of the slab shall not exceed one-eighth of an inch(1/8"), making proper allowances for camber,vertical curvature and surface texture. Occasional variations,not exceeding three-sixteenth of an inch (3/16") will be acceptable, if in the opinion of the Engineer it will not affect the riding qualities. When directed by the Engineer, irregularities exceeding the above requirements shall be corrected. In all roadway slab finishing operations,camber for specified vertical curvature and transverse slopes shall be provided. 14. CURING CONCRETE The Contractor shall inform the Engineer fully of the methods and procedures proposed for curing; shall provide the proper equipment and material in adequate amounts; and shall have the proposed methods, equipment and material approved prior to placing concrete. Inadequate curing and/or facilities,therefore,shall be cause for the Engineer to stop all construction on the job until remedial action is taken. All concrete shall be cured for a period of four(4) curing days except as noted herein. 038000 Page 14 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F EXCEPTIONS TO 4-DAY CURING Description Required Curing Upper Surfaces of Bridge Slabs and 8 curing days (Type I or III) cement Top Slabs of Direct Traffic Culverts 10 curing days (Type II cement) Concrete Piling (non-prestressed) 6 curing days When the air temperature is expected to drop below 35 degrees F,the water curing mats shall be covered with polyethylene sheeting, burlap-polyethylene blankets or other material to provide the protection required by Article "Placing Concrete in Cold Weather" of these specifications. A curing day is defined as a calendar day when the temperature, taken in the shade away from artificial heat, is above 50 degrees F for at least 19 hours (colder days if satisfactory provisions are made to maintain the temperature of all surfaces of the concrete above 40 degrees F for the entire 24 hours). The required curing period shall begin when all concrete therein has attained its initial set. The following methods are permitted for curing concrete subj ectto the restrictions of Table 1 and the following requirements for each method of curing. (1) Form Curing. When forms are left in contact with the concrete, other curing methods will not be required except for cold weather protection. (2) Water Curing. All exposed surfaces of the concrete shall be kept wet continuously for the required curing time. The water used for curing shall meet the requirements for concrete mixing water as specified in the specification Section 030020 "Portland Cement Concrete". Seawater will not be permitted. Water which stains or leaves an unsightly residue shall not be used. (a) Wet Mat. Cotton mats shall be used for this curing method. They shall be placed as soon as possible after the surface has sufficiently hardened to prevent damage to the concrete. (See Article, "Placing Concrete" of this specification.) Damp burlap blankets made from nine-ounce stock may be placed on the damp concrete surface for temporary protection prior to the application of the cotton mats which may be placed dry and wetted down after placement. The mats shall be weighted down adequately to provide continuous contact with all concrete surfaces where possible. The surfaces of the concrete shall be kept wet for the required curing time. Surfaces which cannot be cured by contact shall be enclosed with mats and anchored positively to the forms or to the ground so that outside air cannot enter the enclosure. Sufficient moisture shall be provided inside the enclosure to keep all surfaces of the concrete wet. (b) Water Spray. This curing method shall consist of overlapping sprays or sprinklers that keep all unformed surfaces continuously wet. (c) Pondin;. This curing method requires the covering of the surfaces with a minimum of two inches (2") of clean granular material, kept wet at all times, or a minimum of one-inch 038000 Page 15 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (1") depth of water. Satisfactory provisions shall be made to provide a dam to retain the water or saturated granular material. (3) Membrane Curin;. This consists of curing concrete pavement,concrete pavement(base),curbs, gutters, retards, sidewalks, driveways, medians, islands, concrete riprap, cement-stabilized riprap, concrete structures and other concrete as indicated on the plans by impervious membrane method. Unless otherwise provided herein or shown on the plans, either Type 1-D or Type 2 membrane curing compound may be used where permitted except that Type 1-D (Resin Base Only) will be required for slab concrete in bridge decks and top slabs of direct traffic culverts. TABLE 1 REQUIRED PERMITTED MEMBRANE MEMBRANE STRUCTURE UNIT WATER FOR WATER FOR DESCRIPTION FOR INTERIM FOR INTERIM CURING CURING CURING CURING 1 Top slabs of direct traffic culverts X X 2 Top surface of any concrete unit upon which concrete is to be placed and bonded at a later interval (Stub walls, risers, etc.). X Other superstructure concrete (wing walls, parapet walls, etc.) 3 Concrete pavement (base), curbs, gutters, retards, sidewalks, driveways, medians, X* X* islands, concrete structures, concrete riprap, etc. 4 All substructure concrete, culverts, box sewers, inlets, X* X* manholes, retaining walls *Polyethylene sheeting, burlap-polyethylene mats or laminated mats to prevent outside air from entering will be considered equivalent to water or membrane curing for items 3 and 4. 038000 Page 16 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Membrane curing shall not be applied to dry surfaces,but shall be applied just after free moisture has disappeared. Formed surfaces and surfaces which have been given a first rub shall be dampened and shall be moist at the time of application of the membrane. When membrane is used for complete curing, the film shall remain unbroken for the minimum curing period specified. Membrane which is damaged shall be corrected immediately by reapplication of membrane. Unless otherwise noted herein or on the plans,the choice of membrane type shall be at the option of the Contractor. Only one type of curing compound will be permitted on any one structure. The membrane curing compound shall be applied after the surface finishing has been completed,and immediately after the free surface moisture has disappeared. The surface shall be sealed with a single uniform coating of curing compound applied at the rate of coverage recommended by the manufacturer and directed by the Engineer, but not less than 1 gallon per 180 square feet of area. The Contractor shall provide satisfactory means and facilities to properly control and check the rate of application of the compound. The compound shall be thoroughly agitated during its use and shall be applied by means of approved mechanical power pressure sprayers. The sprayers used to apply the membrane to concrete pavement or concrete pavement (base) shall travel at uniform speed along the forms and be mechanically driven. The equipment shall be of such design that it will insure uniform and even application of the membrane material. The sprayers shall be equipped with satisfactory atomizing nozzles. Only on small miscellaneous items will the Contractor be permitted to use hand-powered spray equipment. For all spraying equipment, the Contractor shall provide facilities to prevent the loss of the compound between the nozzle and the concrete surface during the spraying operations. The compounds shall not be applied to a dry surface. If the surface of the concrete has become dry, it shall be moistened prior to application of membrane by fogging or mist application. Sprinkling or coarse spraying will not be allowed. At locations where the coating shows discontinuities,pinholes or other defects,or if rain falls on the newly-coated surface before the film has dried sufficiently to resist damage,an additional coat of the compound shall be applied immediately at the same rate of coverage specified herein. To insure proper coverage, the Engineer shall inspect all treated areas after application of the compound for the period of time designated in the governing specification for curing, either for membrane curing or for other methods. Should the foregoing indicate that any area during the curing period is not protected, an additional coat or coats of the compound shall be applied immediately, and the rate of application of the membrane compound shall be increased until all areas are uniformly covered. When temperatures are such as to warrant protection against freezing,curing by this method shall be supplemented with an approved insulating material capable of protecting the concrete for the specified curing period. If at any time there is reason to believe that this method of curing is unsatisfactory or is detrimental 038000 Page 17 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F to the work,the Contractor,when notified, shall immediately cease the use of this method and shall change to curing by one of the other methods specified under this contract. 15. REMOVAL OF FORMS Except as herein provided, forms for vertical surfaces may be removed when the concrete has aged not less than one day(24 hours)when Type I and Type II cement is used, and not less than one-half day (12 hours) when Type III cement is used, provided it can be done without damage to the concrete. Forms for inside curb faces may be removed in approximately three hours provided it can be done without damage to the curb. 16. FINISHING EXPOSED SURFACES Concrete shall be finished as required in the specification Section for the respective item or as otherwise specified on the plans. An ordinary surface finish shall be applied to all concrete surfaces either as a final finish or preparatory to a higher finish. Ordinary Surface Finish shall be as follows: After form removal,all porous or honey-combed areas and spalled areas shall be corrected by chipping away all loose or broken material to sound concrete. Feather edges shall be eliminated by cutting a face perpendicular to the surface. Shallow cavities shall be repaired using adhesive grout or epoxy grout. If judged repairable by the Engineer, large defective areas shall be corrected using concrete or other material approved by the Engineer. Holes and spalls caused by removal of metal ties, etc., shall be cleaned and filled with adhesive grout or epoxy grout. Exposed parts of metal chairs on surfaces to be finished by rubbing, shall be chipped out to a depth of one-half inch (1/2") and the surface repaired. All fins,runs, drips or mortar shall be removed from surfaces which remain exposed. Form marks and chamfer edges shall be smoothed by grinding and/or dry rubbing. Grease, oil, dirt, curing compound, etc., shall be removed from surfaces requiring a higher grade of finish. Discolorations resulting from spillage or splashing of asphalt,paint or other similar material shall be removed. Repairs shall be dense,well bonded and properly cured, and when made on surfaces which remain exposed and do not require a higher finish, shall be finished to blend with the surrounding concrete. 038000 Page 18 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 17. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,no direct measurement or payment will be made for the work to be done or the equipment to be furnished under this specification,but it shall be considered subsidiary to the particular items required by the plans and the contract documents. 038000 Page 19 of 19 Rev.3-25-2015 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F PART T TECHNICAL SPECIFICATIONS DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 02002 STORM WATER POLLUTION PREVENTION 1. GENERAL Discharges from small construction activity (equal to or greater than 1 acre and less than 5 acres) and large construction activity (equal to or greater than five (5) acres of land in Texas) must comply with Texas Commission on Environmental Quality (TCEQ) General Permit to Discharge under Section 402 of the Clean Water Act (hereinafter "General Permit"). The contractor is considered the operator or permittee responsible for complying with the General Permit since the operator/permittee has operational control over construction plans and specifications and has day to day control of those activities at the construction site necessary to ensure compliance with the General Permit and stormwater pollution prevention plan. The contractor is responsible as the permittee and should be knowledgeable of all provisions and rules in the General Permit in addition to this Stormwater Pollution Prevention Plan (SW3P). All construction activity involving clearing, grading, excavating, access roads, laydown areas equal to or greater than one (1) acre must comply with a stormwater pollution prevention plan that is maintained on-site by the contractor/operator. All construction activity equal to or greater than one (1) acre but less than five (5) acres must post on-site a Construction Notice. All construction activity greater than five (5) acres must submit a Notice of Intent (NOI-attached) to the TCEQ at least 2 days prior to the construction activity and a Notice of Termination (NOT-attached) form within thirty (30) days after the site is stabilized and all erosion controls are removed. The Construction Site Notice and NOI must also be submitted to the local city two (2) days prior to construction if the stormwater discharges to a regulated Municipal Separate Storm Sewer Systems (MS4). The TCEQ TPDES General Permit No. TXR150000 should be reviewed for additional details. 2. EROSION CONTROLS The CONTRACTOR shall utilize stabilization practices and structural controls for erosion control measures as soon as any construction begins. Construction will be halted prior to and during major weather events such as heavy rains. Stabilization practices will include preserving existing vegetation whenever possible. The CONTRACTOR shall control dust blowing and movement on construction sites and roads to prevent loss of soil surface, to reduce onsite and offsite damage, to prevent health hazards, and to improve traffic safety. The CONTRACTOR shall implement dust control measures immediately whenever Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 1 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F dust can be observed blowing on the project site. The CONTRACTOR shall install silt fencing along the side of entrances and exits to the site. After construction has permanently ceased on the site, areas with no surface cover will be allowed to revegetate naturally. 3. TOPSOILING When topsoiling, the CONTRACTOR shall maintain erosion and sedimentation control systems, such as dikes, swales, grade stabilization structures, waterways, and sediment basins operational. 4. PROTECTION OF TREES The CONTRACTOR shall protect trees designated to remain in construction areas. Heavy equipment, vehicular traffic, and stockpiles of construction materials, including topsoil, are not permitted within the drip line of any tree to be retained. A licensed tree expert shall care for tree trunks, exposed roots, and limbs of trees designated to be retained, which are damaged during construction operations. Specimen trees shall be boxed or fenced. 5. PROTECTION OF WETLANDS AND WATER BODIES This project may involve impacts on wetlands or natural water bodies. The CONTRACTOR shall make efforts to avoid and/or minimize adverse impacts to the wetlands. As prescribed in Texas Natural Resource Conservation Commission "State Water Quality Certification of Section 404 Permits", several best management practices (BMP's) should be implemented. These BMP's include the following: Erosion Control, Post-Construction TSS Control, Sedimentation Control, Contaminated Dredged Material, Wetland Mitigation Requirements, and Coastal Zone Management Act. Dredged material shall be placed in such a manner that prevents sediment runoff into water, including wetlands. Water bodies can be isolated by the use of one or more of the required BMP's identified for sedimentation control. The BMP's must be maintained and remain in place until the dredged material is stabilized. Hydraulically dredged material shall be disposed of in contained disposal areas. Effluent from contained disposal areas shall not exceed a TSS concentration of 300 mg/L. 6. WASHING AREAS The CONTRACTOR shall not wash vehicles such as ready mix concrete or dump trucks and other construction equipment at locations where the runoff will flow directly into a watercourse or storm conveyance system. Special areas shall be Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 2 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F designated for washing vehicles. These areas shall be located 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. 7. MAINTENANCE AND INSPECTION The CONTRACTOR will maintain erosion control devices on site and maintain structural erosion control practices. This includes cleaning out sediments collected by silt fencing and perimeter dikes when 50% of the device capacity is exceeded, or when designated by the OWNER's inspector. The CONTRACTOR will clean paved surfaces that have been covered by runoff at the earliest date possible after rainfall events. In addition, erosion control devices should be repaired no later than seven (7) calendar days after surrounding exposed ground has sufficiently dried. Areas adjacent to streams and drainage ditches have priority. The site shall be inspected by the OWNER's inspector every 14 days or before anticipated weather events. Areas that should be inspected include disturbed areas, areas used for storing materials, structural controls, areas where vehicles enter and exit sites, and areas that have been temporally stabilized. The inspector will evaluate the condition and proper function of erosion control devices, identify maintenance requirements and identify any additional corrective measures needed. A summary report of the inspection should then be completed. This report should contain the names of the personnel conducting the inspection, the dates of the inspection and any problems or incidences of non-compliance. If necessary the Pollution Prevention Plan should be augmented to include any recommendations made in the inspection report. 8. EQUIPMENT MAINTENANCE AND REPAIR The CONTRACTOR shall conduct maintenance and repair of construction machinery and equipment on confined areas specially designated for that purpose. Such designated areas should be located and designated so that oils, gasoline, grease, solvents, and other potential pollutants cannot be washed directly into receiving streams or storm water conveyance systems. The CONTRACTOR shall provide these areas with adequate waste disposal receptacles for liquid as well as solid waste. Maintenance areas should be inspected and cleaned daily. At locations throughout the site where designated equipment maintenance areas are not feasible, the CONTRACTOR shall take care during each individual repair or maintenance operation to prevent potential pollutants from becoming available to be washed into streams or storm sewer conveyance systems. The CONTRACTOR as necessary shall provide temporary waste disposal receptacles. The CONTRACTOR shall be responsible for monitoring all onsite vehicles and equipment for leaks and perform regular preventative maintenance to reduce the chance of leakage. Petroleum products shall be stored in tightly sealed containers that are clearly labeled. Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 3 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 9. WASTE COLLECTION AND DISPOSAL The CONTRACTOR shall not discharge solid materials, including building materials, into waters of the U.S. including any drainage areas, streams, water bodies, or bays. The CONTRACTOR shall formulate a plan for the collection and disposal of waste materials on the construction site. This plan shall designate locations for trash and waste receptacles and establish a special collection schedule. Methods for ultimate disposal of waste shall be specified and carried out in accordance with applicable local, state, and federal health and safety regulations. Special provisions shall be made for the collection disposal of liquid wastes and toxic or hazardous materials. The CONTRACTOR shall keep receptacles and other waste collection areas neat and orderly to the extent possible. Waste shall not be allowed to overflow its container or accumulate for excessively long periods of time. Trash collection points shall be located where they will least likely be affected by concentrated storm water runoff. %CONSTRUCTION CHEMICALS AND SPILLS The CONTRACTOR shall isolate sites where chemicals, cements, solvents, paints or other potential water pollutants are stored to areas where they will not cause runoff pollution. The CONTRACTOR shall store toxic and/or other hazardous chemicals and materials, such as pesticides, paints, and acids, in accordance with manufacturer's guidelines. The CONTRACTOR shall protect groundwater resources from leaching by placing plastic mat, packed clay, tarpaper, or other impervious material on any areas where toxic and/or hazardous liquids are to be opened and stored. The CONTRACTOR shall use and store pesticides used during construction in accordance with manufacturer's guidelines and with local, state and federal regulations. Overuse shall be avoided and great care shall be taken to prevent accidental spillage. Pesticide containers shall never be washed in or near flowing streams or storm water conveyance systems. Immediately after discovery, the CONTRACTOR shall clean and treat spills of toxic and/or hazardous substances in accordance with local, state, and federal regulations. The CONTRACTOR will clearly post on-site, the manufacturer's recommended methods for spill cleanup and CONTRACTOR's personnel will be made aware of the procedures and the location of the information and cleanup supplies. Any spills should be immediately contained to avoid spill runoff to drainage areas, streams, or water bodies, or excavation and construction areas. All spills should be immediately reported to the project OWNER or OWNER representative. The CONTRACTOR shall keep materials and equipment necessary for spill cleanup in the materials storage area onsite. Equipment and materials shall include but are not limited to brooms, dustpans, mops, rags, gloves, goggles, kitty litter, sand sawdust, and plastic and metal trash containers specifically for this purpose. Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 4 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 11.SANITARY FACILITIES The CONTRACTOR shall provide the construction site with adequate sanitary facilities for workers in accordance with applicable health regulations. 12.POLLUTION PREVENTION MEASURES 12.1 FILTER FABRIC FENCE: This Item describes the installation of erosion and sedimentation control filter fabric fences utilized during construction and prior to the final development of the site. A. Products: Woven or nonwoven geotextile filter fabric made of polypropylene, polyethylene, ethylene, or polyamide material. Geotextile fabric shall have a grab strength of 100 psi in any principal direction (ASTM D-4632), Mullen burst strength exceeding 200 psi (ASTM D-3786), and the equivalent opening size required for the native soil and any off-site materials used on the project. Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0°F to 120°F. Representative Manufacturers: Mirafy Inc. or equal. B. Execution: Provide erosion and sedimentation 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 PLANS and set out in this Specification Section. No clearing and grubbing or rough cutting, other than as specifically directed by the OWNER to allow oil testing and surveying, shall be permitted until erosion and sedimentation control systems are in place. Maintain existing erosion and sedimentation control systems located within the project site installed by others prior to start of construction under this contract until acceptance of the project or until directed by the OWNER to remove and discard the existing system. Inspect and repair or replace components of all erosion and sedimentation control systems as specified for each type of system. Unless otherwise directed, CONTRACTOR shall maintain the erosion and sedimentation control systems until the OWNER accepts the project. Remove erosion and sedimentation control systems promptly when directed by the OWNER. Discard removed materials offsite. Remove and dispose sediment deposits at the project spoil site. If a project spoil site is not designated on PLANS, dispose of sediment offsite at location not in or adjacent to stream or floodplain. Off- Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F site disposal will be the responsibility of the CONTRACTOR. Sediment to be placed at the project site should be spread, compacted and stabilized in accordance with the OWNER's directions. Sediment shall not be allowed to flush into stream or drainage way. If sediment has been contaminated, it needs to be disposed of in accordance with existing federal, state and local regulations. Unless otherwise indicated, compact embankments, excavations, and trenches by Mechanically blading, tamping, and rolling soil in a maximum of 8-inch layers. Compaction density shall be at a minimum of 90 percent Standard Proctor ASTM D-698-78 density. Make at least one test per 500 cubic yards of embankment. The CONTRACTOR shall prohibit equipment and vehicles from maneuvering on areas outside of dedicated rights-of-way and easements for construction. Damages caused by construction traffic to erosion and sedimentation control systems shall be repaired immediately. CONTRACTOR shall employ protective measures described in Item General Source Controls to avoid damage to existing trees to be retained on the project site. Conduct all construction operations under this Contract in conformance with the erosion control practices described in that Item. C. Construction Methods: Provide filter fabric fence systems at locations specified on PLANS in accordance with enclosed drawing. Filter fabric fence systems 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. Attach the filter fabric to 1 inch by 2 inch wooden stakes spaced a maximum of 3 feet apart and embedded a minimum of 1 foot. The wooden stakes shall be installed at a slight angle toward the source of anticipated runoff. Trench in the toe of the filter fabric fence with a spade or mechanical trencher so that the downward face of the trench is flat and perpendicular to the direction of flow or for V -trench configuration as shown on the attached drawing. Lay filter fabric along the edges of the trench. Backfill and compact trench. The filter fabric should be provided in continuous rolls and cut to the length of the Silt Fence to minimize the use of joints. When joints are necessary, the fabric should be spliced together only at a support post with a minimum 6-inch overlap, and sealed securely. Inspect sediment filter barrier systems after each rainfall, daily during periods of prolonged rainfall, and at a minimum once a week. Repair or replace damaged section immediately to restore the requirements of this Item. Remove sediment deposits when silt reaches one-third of the height of the fence in depth. Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 6 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F D. Measurement and Payment: Payment for this item shall be subsidiary to Storm Water Pollution Prevention Control. 12.2 INLET PROTECTION BARRIERS: This Item describes the installation of erosion and sedimentation control inlet protection barriers utilized during construction and prior to the final development of the site. A. Products: Filter Fabric shall conform to requirements within this specification item. B. Execution: Provide erosion and sedimentation 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 PLANS and set out in this Item. No clearing and grubbing or rough cutting, other than as specifically directed by the OWNER to allow soil testing and surveying, shall be permitted until erosion and sedimentation control systems are in place. The CONTRACTOR shall maintain existing erosion and sedimentation control systems located within the project site installed by others prior to start of construction under this contract until acceptance of the project or until directed by the OWNER to remove and discard the existing system. Inspect and repair or replace components of all erosion and sedimentation control systems as specified for each type of system. Unless otherwise directed, CONTRACTOR shall maintain the erosion and sedimentation control systems until the OWNER accepts the project. Remove erosion and sedimentation control systems promptly when directed by the OWNER. Discard removed materials site. Remove and dispose sediment deposits at the project spoil site. If a project spoil site is not designated on PLANS, dispose of sediment off site at location not in or adjacent to stream or floodplain. Off-site disposes will be the responsibility of the CONTRACTOR. Sediment to be placed at the project site should be spread, compacted and stabilized in accordance with the OWNER's directions. Sediment shall not be allowed to flush into stream or drainage way. If sediment has been contaminated, it needs to be disposed of in accordance with existing federal, state, and local regulations. The CONTRACTOR shall prohibit equipment and vehicles from maneuvering on areas outside of dedicated rights-of-way and easements for construction. Damages caused by construction traffic to erosion and sedimentation control system shall be repaired immediately. CONTRACTOR shall employ protective measures described in Item General Source Controls to avoid damage to existing trees to be retained on the project site. Conduct all construction operation under this Contract in conformance with the erosion control practices described in that Item. Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 7 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F C. Construction Methods: Install inlet protection barriers of the type specified on PLANS. Inspect inlet protection barriers after each rain, daily during period of prolonged rainfall, and at a minimum once a week. Repair or replace damaged barrier components to restore the requirements of this Item. Remove sediment deposit when the sediment has accumulated to one- half the height of the barrier. D. Measurement and Payment: Payment for this item shall be subsidiary to Storm Water Pollution Prevention Control. 12.3 STRAW BALE FENCE: This Item describes the installation of erosion and sedimentation control straw bale fences utilized during construction and prior to the final development of the site. A. Products: Provide Products as listed in sub-paragraph Construction Methods, below. B. Execution: Provide erosion and sedimentation 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 PLANS and set out in this Item. No clearing and grubbing or rough cutting, other than as specifically directed by the OWNER to allow soil testing and surveying, shall be permitted until erosion and sedimentation control systems are in place. Maintain existing erosion and sedimentation control systems located within the project site installed by others prior to start of construction this contract until acceptance of the project or until directed by the OWNER to remove and discard the existing systems. Inspect and repair or replace components of all erosion and sedimentation control systems as specified for each type of system. Unless otherwise directed, maintain the erosion and sedimentation control systems until the OWNER accepts the project. Remove erosion and sedimentation control systems promptly when directed by the OWNER. Discard removed materials offsite. Remove and dispose sediment deposits at the project spoil site. If a project spoil site is not designated on PLANS, dispose of sediment offsite at location not in or adjacent to stream of floodplain. Off-site disposal will be the responsibility of the CONTRACTOR. Sediment to be placed at the project site should be spread, compacted and stabilized in accordance with the OWNER's directions. Sediment shall not be allowed to flush into stream or drainage way. If sediment has been contaminated, it needs to be disposed of in accordance with existing federal, state and Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 8 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F regulations. Equipment and vehicles shall be prohibited by the CONTRACTOR from maneuvering on areas outside of dedicated rights-of-way and easements for construction. Damages caused by construction traffic to erosion and sedimentation control practices described in that Item. CONTRACTOR shall employ protective measures described in Item General Source Controls to avoid damage to existing trees to be retained on the project site. Conduct all construction operation under this Contract in conformance with the erosion control practices described in the Item. C. Construction Methods: Provide straw bale fences at location specified on PLANS in accordance with enclosed drawing. Straw bale fences 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. Wire, nylon, or polypropylene rope tied across the hay bales shall bind bales. Jute or cotton binding is not allowed. Bales shall be placed in a row with ends tightly abutting the adjacent bales. Place bales with bindings parallel to ground surface. Each bale shall be embedded in the soil a minimum of 4 inches, where possible. Bales shall be securely anchored in place by 3/8-inch rebar stakes driven through the bales. The staked in each bale shall be angled toward previously laid bale to force bales together. Fill the gaps between bales with straw to prevent water from escaping between bales. Wedge carefully in order not to separate bales. Inspect straw baled fences after each rainfall, daily during periods of prolonged rainfall, and at a minimum once a week. Repair of replace damaged section immediately to restore the requirements of the Item. Remove sediment deposits when silt reaches one-third of the height of the fence in depth. D. Measurement and Payment: Payment for this item shall be subsidiary to Storm Water Pollution Prevention Control. 12.4 STABILIZED CONSTRUCTION EXIT: This Item describes the installation of erosion and sedimentation control stabilized construction exits utilized during construction and prior to the final development of the site. The CONTRACTOR shall provide temporary stabilized construction exits, access paths, and entrances. Vehicles leaving the construction area shall have their tires cleaned to remove sediment prior to entrance onto public right-of-way. Washing shall occur on stabilized areas that drain into sediment traps. Stabilized construction exits shall be at least 14 feet wide for one-way traffic and 20 feet wide for two-way traffic. Provide systems including wood mats, mud mats, and steel mats. The stabilized temporary construction access paths shall be Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 9 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F inspected daily and maintained with additional similar materials to bring the access system to originally constructed condition. A. Products: Separation Geotextile shall be woven or nonwoven geotextile fabric made of polypropylene, polyethylene, ethylene, or polyamide material. Geotextile fabric shall have minimum grab strength of 270 psi in any principal direction (ASTM D4632) and the equivalent opening size required for the native soil and any off-site materials used on the project. Both the geotextile and threads shall be resistant to chemical attack, mildew, and rot. Coarse Aggregates shall consist of crushed stone, gravel, crushed blast furnace slag, or combinations thereof, conforming to the gradation requirements below. Particles shall be composed of clean, hard, durable materials free from adherent coatings, salt, alkali, dirt, clay, loam, shale, soft or flaky materials, or organic and injurious matter. Sieve Size Percent Retained (Square Mesh) (By Weight) 2'/" 0 2" 0-20 1'/2' 15-50 %11 60-80 No. 4 95-100 B. Execution: Provide erosion and sedimentation control systems at the locations shown on PLANS. Such systems shall be of the type indicated. No clearing and grubbing or rough cutting, other than as specifically directed by the OWNER to allow soil testing and surveying, shall be permitted until erosion and sedimentation control systems are in place. Maintain existing erosion and sedimentation control systems located within the project site installed by others prior to start of construction under this contract until acceptance of the project or until directed be the OWNER to remove and discard the existing system. Inspect and repair or replace components of all erosion and sedimentation control systems as specified for each type of system. Unless otherwise directed, maintain the erosion and sedimentation control systems until the OWNER accepts the project. Remove erosion and sedimentation control systems promptly when directed by the OWNER. Discard removed materials offsite. Remove and dispose sediment deposits at the project spoil site. If a project spoil site is not designated on PLANS, dispose of sediment offsite at location not in or adjacent to stream or floodplain. Off-site disposal will be the responsibility of the CONTRACTOR. Sediment to be placed at the project site should be spread, compacted and stabilized in accordance with Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 10 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F the OWNER's directions. Sediment shall not be allowed to flush into stream or drainage way. If sediment has been contaminated, it needs to be disposed of in accordance with existing federal, state, and local regulations. The CONTRACTOR shall prohibit equipment and vehicles from maneuvering on areas outside of dedicated rights-of-way and easements for construction. Damages caused by construction traffic to erosion and sedimentation control systems shall be repaired immediately. CONTRACTOR shall employ protective measures described in Item General Source Controls to avoid damage to existing trees to be retained on the project site. Conduct all construction operation under this Contract in conformance with the erosion control practices described in that Item. C. Construction Methods: Provide stabilized access roads, subdivision roads, parking areas, and other on-site vehicle transportation routes when shown on PLANS. Provide stabilized construction exits, and truck washing areas when approved by OWNER, of the sizes and locations shown on PLANS. Construction traffic shall not be allowed to leave construction site and move directly onto public roadway, alley sidewalk, parking area, or other right-of-way in areas other than at locations of stabilized construction exits. Vehicles leaving construction areas shall have their tires cleaned to remove sediment prior to entrance onto public right-of-way. When washing is needed to remove sediment, CONTRACTOR shall construct a truck washing area. Truck washing shall be done on stabilized areas that drain into sediment traps. Detail for stabilized construction exit is shown in Drawing attached at the end of this Item. Use the same specifications for construction of all other stabilized areas. Roadway width shall be at least 14 feet for one-way traffic and 20 feet for two-way traffic and shall be sufficient for all ingress and egress. Furnish and place geotextile fabric as a permeable separator to prevent mixing of coarse aggregate with underlying soil. Exposure of geotextile fabric to the elements between Iaydown and cover shall be a maximum of fourteen days to minimize damage potential. Roads and parking areas shall be graded to provide sufficient drainage away from stabilized areas. Use sand bags, gravel, boards, or similar methods to prevent sediment from entering public right-of-way, storm drain, ditch, and watercourse. The stabilized areas shall be inspected and maintained daily. Provide periodic top dressing with additional coarse aggregates to maintain the required depth. CONTRACTOR shall repair and cleanup damaged measures used to trap sediment. All sediment spilled, dropped, washed, or tracked onto public right- Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 11 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F of-way shall be removed immediately. The length of the stabilized area shall be as shown on PLANS, but not less than 50 feet. The thickness shall not be less than 8 inches. The width shall not be less than full width of all points of ingress or egress. Stabilization for other areas shall have the same course aggregate, thickness, and width requirements as the stabilized construction exit, except where specified otherwise on PLANS. Alternative methods of construction may be utilized when shown on plans, indicated on a special provision to this Item, or when approved by the OWNER. These methods include the following- 1. ollowing:1. Cement Stabilized Soil: Compacted, cement stabilized soil, limestone aggregate or other fill material in an application thickness of at least 8 inches. 2. Wood Mats or Mud Mats: Oak or other hardwood timbers placed edge to edge and across support wooden beams which are placed on top of existing soil in an application thickness of at least 6 inches. 3. Steel Mats: Perforated mats placed across perpendicular support members. D. Measurement and Payment: Payment for this item shall be subsidiary to Storm Water Pollution Prevention Control. ********END OF SECTION******** Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02002 - 12 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TCEQOffice Use Only Permit No: CN: RN: Notice of Intent (NOI) for an Authorization for � btsm' Stormwater Discharges Associated with Construction Activity under TCEQ TPDES General Permit TXZ150000 IMPORTANT INFORMATION Please read and use the General Information and Instructions prior to filling out each que stion in the NOI form. Use the NOI Checklist to ensure all required information is completed correctly. Incomplete applications delay approval o r re sult in auto matic de nal. Once processed your permit authori zation c an b e viewed by entering the following link into your interne t browser: http://www2.tceq.texas.gov/wq_dpa/index.cfm or you can contact TCEQ Stormwater Processing Centerat 512-239-3700. e PERMIT S Effective September 1, 2018, this paper form must be submitted to TCEQwith a completed electronic reporting waiver form(TCEQ-20754). To submit anNOI electronically,enterthe followingweb address into yourinternet browser and follow the instructions:https://www3.tceq.texas.gov/steers/index.cf n APPLIC AT ION FEE AND PAYMENT The applicationfee for submitting a paperNOI is $325.The applicationfee forelectronic submittal of a NOI throughthe TCEQePermits system(STEERS)is $225. Payment of the applicationfee canbe submitted by mail or through the TCEQePay system.The payment and the NOI mustbe mailedto separate addresses.To access the TCEQePay system enter the followingweb address into your internet browser: http://www.tceq.texas.gov/epay. Provide your payment information for verification of payment: • If payment was mailed to TCEQ,provide the following: o Check/Money Order Number: o Name printed on Check: • If payment was made via ePay,provide the following: o Voucher Number: o A copy of the payment voucher is attached to this paper NOI form. TCEQ-20022(3/6/2o18) Pagel Notice of Intent for Construction Stormwater Discharges under TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F RENEWAL(This portion of the NOI is not applicable after June 3,2018) Is this NOI fora renewal of an existing authorization? ❑Yes ❑ No If Yes, provide the authorization number here:TXR15 NOTE:If an authorization number is not provided,a new numberwill be assigned. SECTIONOPERATOR a) If the applicant is currently a customer with TCEQ what is the Customer Number (CN)issued to this entity?CN (Referto Section l.a)of the Instructions) b) What is the Legal Name of the entity(applicant)applying for this permit?(The legal name must be spelled exactly as filed with the Texas Secretary of State, County,or in the legal document forming the entity.) c) What is the c ontac t information for the Operator (Responsible Authority)? Prefix(Mr.Ms.Miss): First and Last Name: Suffix: Title: Credentials: Phone Number: Fax Number: E-mail: Mailing Address: City,State,and Zip Code: Mailing Information if outside USA: Territory: Country Code: Postal Code: d) Indicate the type of customer: ❑ Individual ❑ Federal Government ❑ Limited Partnership ❑ County Government ❑ General Partnership ❑ State Government ❑ Trust ❑ City Government ❑ Sole Proprietorship(D.B.A.) ❑ Other Government ❑ Corporation ❑ Other: ❑ Estate e) Is the applicant an independent operator? ❑ Yes ❑ No TCEQ-20022(3/6/2018) Page 2 Notice of I ntent fo r Construction Stormwater Discharges under TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F (If a governmental entity,a subsidiary,or part of a larger corporation,check No.) f) Number of Employees.Select the range applicable to your company. ❑ 0-20 ❑ 251-500 ❑ 21-100 ❑ 501 orhigher 0101-250 g) Customer Business Tax and Filing Numbers:(Required for Corporations and Limited Partnerships. Not Required for Individuals,Government,or Sole Proprietors.) State Franchise TaxID Number: Federal Tax ID: Texas Secretary of State Charter(filing)Number: DUNS Number(if known): SECTION • CONTACT Is the application contact the same as the applicant identified above? ❑ Yes, go to Section ❑ No,complete this section Prefix(Mr.Ms.Miss): First and Last Name: Suffix: Title: Credential: Organization Name: Phone Number: Fax Number: E-mail: Mailing Address: Internal Routing(Mail Code,Etc.): City,State,and Zip Code: Mailing information if outside USA: Territory: Country Code: Postal Code: a) If this is an existing permitted site,what is the Regulated Entity Number(RN) issued to this site?RN (Refer to Section 3.a)of the Instructions) TCEQ-20022(3/6/2018) Page 3 Notice of Intent for Construction Stormwater Discharges under TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F b) Name of projector site (the name known by the community where it's located): c) In your own words,briefly describe the type of constructionoccurring at the regulated site (residential,industrial,commercial,or other): d) County or Counties(if located in more than one): e) Latitude: Longitude: f) Site Address/Location If the site has a physical address suchas 12100Park35 Circle,Austin,TX 78753, complete Section A. If the site does nothave a physical address,provide a location description in Section B. Example:located onthe north side of FM 123, 2 miles west of the intersectionof FM 12 3 and Highway 1. Section A- S tre e t Numb e r and :StreetNumberand Name: City,State,and Zip Code: Section B: LocationDescription: City(or city nearest to)where the site is located: Zip Code where the site is located: SECTION a) Is the projector site located onIndian Country Lands? ❑ Yes, do not submit this form.You must obtain authorization through EPA Region 6. ❑ No b) Is your construction activity associated witha facility that,when completed,would be associated with the exploration,development,orproductionof oil or gas or geothermal resources? ❑ Yes. Note:The construction stormwater runoff maybe underjurisdictionof 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? d) What is the Secondary SIC Code(s),if applicable? e) What is the total number of acres to be disturbed? f) Is the project part of a larger commonplan of development or sale? TCEQ-20022(3/6/2o18) Page 4 Notice of Intent for Construction Stormwater Discharges under TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ❑ Yes ❑ No.The total number of acres disturbed,provided ine)above,must be 5 or more. If the total number of acres disturbed is less than 5, do not submit this form.See the requirements inthe general pen- itforsmall construction sites. g) What is the estimated start date of the project? h) What is the estimated end date of the project? i) Will concrete truck washout be performed at the site? ❑Yes ❑ No j) What is the name of the first waterbody(ies)to receive the stormwater runoff or potential runoff from the site? k) What is the segment number(s)of the classified waterbody(ies)that the discharge will eventually reach? 1) Is the discharge into a Municipal Separate Storm Sewer System(MS4)? ❑ Yes 0 N If Yes, provide the name of the MS4 operator: Note:The general permit requires you to send a copyof this NOI form to the MS4 operator. m) Is the discharge orpotential discharge fromthe site withinthe Recharge Zone, Contributing Zone,or Contributing Zone withinthe Transition Zone of the Edwards Aquifer,as defined in 30 TAC Chapter 213? ❑ Yes, complete the certification below. ❑ No,go to Section 5 I certify that the copy of the TCEQ approved Planrequired by the Edwards Aquifer Rule (30 TAC Chapter 213)thatis included orreferenced inthe Stormwater Pollution Prevention Plan will be implemented. ❑ Yes SECTION • CERTIFICATION a) I certify thatI have obtained a copyand understand the terms and conditions of the Construction General Permit(TXR150000). ❑ Yes b) I certify that the full legal name of the entity applying for this permit has beenprovided and is legally authorized to do business inTexas. ❑ Yes c) I understand that a Notice of Termination(NOT)must be submitted when this authorizationis no longerneeded. ❑ Yes d) I certify thata Stormwater Pollution Prevention Plan has been developed,will be implemented prior to constructionand to the best of my knowledge and belief is compliant withany applicable local sediment and erosioncontrol plans,as required in the Construction General Permit(TXR150000). ❑ Yes Note:Formultiple operators who prepare a shared SWP3,the confirmationof an operatormay be limited to its obligations under the SWP3,provided all obligations are confirmed by at least one operator. TCEQ-20022(3/6/2018) Page 5 Notice of Intent for Construction Stormwater Discharges under TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 6.APPLICANT CERTIFICATION SIGNATURE Operator Signatory Name: Operator Signatory Title: I certify under penalty of law that this document and all attachments were prepared under my direc tion or supervision in ac c ordance with a system de signed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the personor 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 canprovide documentation in proof of such authorization upon reque st. Signature (use blue ink): Date: TCEQ-20022(3/6/2018) Page 6 Notice of I ntent fo r Construction Stormwater Discharges under TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F NOTICE OF INTENT CHECKLIST (TZl 50000) Did you complete everything?Use this checklist to be sure! Are you ready to mail your form to TCEQ?Go to the General Information Section of the Instructions for mailing addresses. Confirm eachitem(or applicable item)in this form is complete.This checklist is for use by the applicant to ensure a complete application is being submitted.Missing information may re sult in de nial of coverage under the general permit. (Se e N 01 proc ess description in the General Information and Instructions.) APPLIC AT ION FEE If paying by check: ❑ Check was mailed separately to the TCEQs Cashier's Office.(See Instructions for Cashier's address and Application address.) ❑ Checknumberand name oncheckis provided inthis application. If using ePay: ❑ The vouchernumberis providedinthis applicationand a copy of the voucheris attached. RENEWAL ❑ If this applicationis forrenewal of anexisting authorization,the authorization number is provided. OPERATOR INFORMATION ❑ Customer Number(CN)issued by TCEQ Central Registry ❑ Legal name as filed to do business inTexas.(Call TX SOS 512-463-55 55 to verify.) ❑ Name and title of responsible authority signing the application. ❑ Phone number and e-mail address ❑ Mailing address is complete&verifiable with USPS.www.usps.co ❑ Type of operator(entity type).Is applicant an independent operator? ❑ Numberof employees. ❑ Forcorporations orlimited partnerships-Tax ID and SOS filing numbers. ❑ Application contact and addresses complete &verifiable with USPS.http:// usps.co REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE ❑ Regulated Entity Number(RN)(if site is already regulated by TCEQ) ❑ Site/project name and construction activity description ❑ County ❑ Latitude and longitude hilpIZ/www.tceci.texas.govZgisZsgmaview.htn-iI TCEQ-20022 Checklist (03/06/2018) Page 1 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ❑ Site Address/Location.Do not use a rural route or post office box. GENERAL CHARACTERISTICS ❑ Indian Country Lands -the facilityis not onIndian Country Lands. ❑ Construction activity related to facility associated to oil,gas,orgeothermal resources ❑ Primary SIC Code that best describes the construction activity being conducted at the site. www.osha.gov/oshstats/sicser.html ❑ Estimated starting and ending dates of the project. ❑ Confirmationof concrete truckwashout. ❑ Acres disturbed is provided and qualifies forcoverage througha NOI. ❑ Commonplanof development or sale. ❑ Receiving water body or water bodies. ❑ Segment number or numbers. ❑ MS4 operator. ❑ Edwards Aquifer rule. CERTIFICATION ❑ Certification statements have been checked indicating Yes. ❑ Signature meets 30 Texas Administrative Code(TAC)§305.44 and is original. TCEQ-20022 Checklist (03/06/2018) Page 2 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Instructions for Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity under TPDES General Permit (TXRl 50000) GENERAL INFORMATION Where to Send the Notice of Intent(NOn: By RegularMail: By Overnight or Express Mail: TCEQ TCEQ Stormwater Processing Center(MC228) Stormwater Processing Center(MC228) P.O. Box 13087 12100 Park 3 5 Circle Austin,Texas 78711-3087 Austin,TX Application Fee: The application fee of $325 is required to be paid at the time the NOI is submitted. Failure to submit payment at the time the applic ation is filed will cause delays in acknowledgment or denial of coverage under the general permit. Payment of the fee maybe made by check or money order, payable to TCEQ,or through EPAY(electronic payment through the web). Mailed Payments: Use the attached General Permit Payment Submittal Form. The applicationfee is submitted to a different address than the NOL Read the General Permit Payment Submittal Form for further instructions, including the address to send the payment. ePAY Electronic Payment: ttp:// tcer .texas. ov/spay 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 notbe considered complete without the payment voucher. TCEQContact List: Application- status and form questions: 512-239-3700,swpennit@tceq.texas.gov Technical questions: 512-239-4671,swgp@tceq.texas.gov Environmental Law Division: 512-239-0600 Records Management-obtain copies of forms: 512-239-0900 Reports from databases(as available): 512-239-DATA(3282) Cashier's office: 5 12-239-03 57 or 5 12-2 39-0187 Notice of Intent Process: When your NOI is received by the program, the form will be processedas follows: • Administrative Review:Eachitem on the form will be reviewed fora complete response.Inaddition,the operator's legal name mustbe verified withTexas Secretary of State as valid and active(if applicable). The address(es)onthe form must be verified withthe US Postal service as receiving regularmail delivery.Do not give an overnight/express mailing address. TCEQ 20022 (3/6/2018) Page 1 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F • Notice of Deficiency:If anitemis incomplete or not verifiable as indicated above,a notice of deficiency(NOD)will be mailed to the operator. The operator will have 30 days to respond to the NOD. The response will be reviewed for completeness. • Acknowledgment of Coverage:AnAcknowledgment Certificate will be mailed to the operator. This certificate acknowledges coverage underthe 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 maybe denied.If coverage is denied,the operator will be notified. General Permit(Your Permit) For NOIs submitted electronically through ePermits,provisional coverage under the general permit begins immediatelyfoflowing confirmation of receipt of the N0 formby the TCEQ. For paper NOIs,provisional coverage under the general permit begins 7 days after a completedNOIis postmarked for delivery to the TCEQ. You should have a c opy of your general permit when submitting your application.You may view and print your permit for which you are seeking coverage,on the TCEQweb site http:// tcer�.texas. c .Searchusing keyword TXR150000. Change in Operator An authorizationunder the general permit is not transferable.If the operator of the regulated projector site changes,the present permittee must submit a Notice of Termination and the new operator must submit a Notice of Intent.The NOT and NOI must be submitted no later than 10 days prior to the change in Operator status. T C EQ C entral Registry Core Data Form The Core Data Form has beenincorporated 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 CustomerNumber and Regulated Entity Number,if one has not already been assigned to this customer or site. For existing customers and sites,you c an find the Customer Number and Regulated Entity Numberby entering the following web address into your internet browser: http://wwwl 5.tc e q.texas.gov/crpub/or you c an c ontact the TCEQ Stormwater Proc e ssing Center at 512-239-3 700 for assistance.On the website,you can searchby yourpermit number, the Regulated Entity(RN)number,or the Customer Number(CN).If you do not know these numbers,you can select"Advanced Search"to searchby permittee name,site address,etc. The Customer(Permittee)isresponsible for providing c onsistent information to the TCEQ and for updating all CN and RN data forall authorizations as changes occur.For this permit, a Notice of Change form must be submitted to the program area. TCEQ 20022 (3/6/2018) Page 2 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F INSTRUCTIONS FOR FELLING OUT THE NOI FORM Renewalof General Permit. Dischargers holding active authorizations underthe expired General Permit are required to submit a NOI to continue coverage.The existing permit numberis required.If the permit numberis not provided orhas been terminate d,expired, or denied,a new permit numberwill be issued. Section 1. OPERATOR(APPLICANT) a) Customer Number(CN) TCEQ's Central Registry will assign each customer a number that begins with CN, followed by nine digits.This is not a permit number,registration number,or license number. If the applicant is an existing TCEQcustomer,the Customer Numberis available at the following website:hip Z 15.tceg.texas. ov/crpu /.If the applicantis not an existing TCEQcustomer,leave the space for CN blank. b) Le gal Name of Applicant Provide the current legal name of the applicant.The name must be provided exactly as filed with the Texas Secretary of State (SOS),or on other legal documents forming the entity,as filed in the county.You may contact the SOS at 512-463-5 555,for more information related to filing in Texas.If filed in the county,provide a copy of the legal documents showing the legal name. c) Contact Information for the Applicant(Responsible Authority) Provide information for the person signing the application in the Certification section. This personis also referred to as the Responsible Authority. Provide a complete mailing address forreceiving mail from the TCEQ.The mailing address mustbe recognized by the US Postal Service.You may verifythe address on the following website:haps. tools.usps.co /go/ZiDl_ookupAction!input.action. The phone number should provide contact to the applicant. The fax number and e-mail address are optional and should correspond to the applicant. d) Type of Customer(Entity Type) Check only one box that identifies the type of entity.Use the descriptions below to identify the appropriate entity type.Note that the selected entity type also indicates the name that must be provided as an applicant for an authorization. Individual An individual is a customerwho has not established a business,but conducts an activity that needs to be regulated by the TCEQ Partnership A customer that is established as a partnership as defined by the Texas Secretary of State Office (TX SOS).If the customer is a`General Partnership' or`Joint Venture' filed inthe county(not filed with TX SOS),the legal name of eachpartner forming the `General Partnership' or`Joint Venture' must be provided.Each`legal entity' must apply as a co-applicant. TCEQ 20022 (3/6/2018) Page 3 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Trust or Estate A trust and an estate are fiduciary relationships governing the trustee/executor with respect to the trust/estate property. Sole Proprietorship(DBA) A sole proprietorship is a customer that is owned by only one personand has not been incorporated.This business may: 1. be under the person's name 2. have its own name (doing business as or DBA) 3. have any number of employees. If the customer is a Sole Proprietorship or DBA,the 'legal name'of the individual business `owner' mustbe provided.The DBA name is not recognized as the `legal name' of the entity. The DBA name maybe used for the site name (regulated entity). Coa-oration A customer that meets all of these conditions: 1. is a legally incorporated entity under the laws of any state or country 2. is recognized as a corporationby the Texas Secretary of State 3. has proper operating authority to operate in Texas The corporation's `legal name' as filed with the Texas Secretary of State must be provided as applicant.An`assumed' name of a corporationis 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 de scription of the organization is not recognized as the 'legal name'. Other This may include a utility district,water district,tribal government,college district, council of governments,or river authority.Provide the specific type of government. e) Independent Entity Check No if this customeris a subsidiary,part of a larger company,oris a governmental entity.Otherwise,check Yes. f) Number of Employees Check one box to show the number of employees for this customer's entire company,at all locations.This is not necessarily the number of employees at the site named in the application. TCEQ 20022 (3/6/2018) Page 4 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F g) Customer Business Tax and Filing Numbers These are required for Corporations and Limited Partnerships.These are not required for Individuals,Government,and Sole Proprietors. State Franchise Tax ID Number Corporations and limited liability companies that operate inTexas are issued a franchise tax identification number.If this customeris a corporationor limited liability company,enter the Tax ID number. Federal Tax ID All businesses,except for some small sole proprietors,individuals,or general partnerships should have a federal taxpayer identification number(TIN).Enter this numberhere. Use no prefixes,dashes,orhyphens. Sole proprietors,individuals,or general partnerships do notneed to provide a federal tax ID. TX SOS Charter(filing) Number Corporations and Limited Partnerships required to registerwiththe Texas Secretary of State are issued a charter or filing number.You may obtain further information by calling SOS at 512-463-55 55. DUNS Number Mostbusinesses have a DUNS (Data Universal Numbering System)number issued by Dun and Bradstreet Corp.If this customerhas one,enter it here. Section 2.APPLICATION CONTACT Provide the name and contact information for the person that TCEQ can contact for additional information regarding this application. Section 3. REGULATED ENTITY(RE)INFORMATION ON PROJECT OR SITE a) Regulated Entity Number(RN) The RN is issued by TCEgs Central Registry to sites where anactivity is regulated by TCEQ.This is not a permit number, registration number, or license number.Search TCEgs Central Registry to see if the site has anassigned RN at http:// l 5.tceg.texas. ov/crpu /.If this regulated entity has notbeenassigned an RN,leave this space blank. If the site of yourbusiness is part of a largerbusiness site,an RN may alreadybe assigned forthe larger site.Use the RN assigned forthe larger site. If the site is found,provide the assigned RN and provide the information for the site to be authorized throughthis 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 c orporation that is accessible by the same physical address of your unit or facility. Other examples include industrial parks identifiedby one common address but different corporations have control of defined areas within the site.In both cases,an RN would be assigned for the physical address location and the permitted sites would be identified separately under the same RN. TCEQ 20022 (3/6/2018) Page 5 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F b) Name of the Project or Site Provide the name of the site or project as known by the public in the area where the site is located.The name you provide onthis applicationwill be used inthe TCEQ Central Registry as the Regulated Entity name. c) Description of Activity Regulated In your own words,briefly describe the primary business that you are doing that requires this authorization.Do not repeat the SIC Code description. d) County Provide the name of the county where the site orprojectis located.If the site or project is located inmore than one county,provide the county names as secondary. e) Latitude and Longitude Enter the latitude and longitude of the site in degrees,minutes,and seconds or decimal form.Forhelp obtaining the latitude and longitude,go to: http:// .tcer .texas. ov/ ,is/sc1 aview.ht f) Site Address/Location If a site has an address that includes a street numberand street name, enter the complete address for the site in Section A. If the physical address is not recognized as a USPS delivery address,you may need to validate the address withyourlocal 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 notuse a rural route or post office box fora site location. If a site does not have anaddress that includes a street numberand street name, provide a complete writtenlocation descriptionin Section B.Forexample: "The site is located onthe north side of FM 123, 2 mileswestof the intersectionof FM 123 and Highway 1." Provide the city(ornearest city)and zip code of the site location. Section 4. GENERAL CHARACTERISTICS a) Indian Country Lands If your site is located onIndian Country Lands,the TCEQdoes 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 Commissionof Texas(RRC)and may need to obtain authorization from EPA Region 6. Construction activities associated witha facility related to oil,gas or geothermal resources may include the constructionof 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 atwhichrefined products are stored solely foruse at the facility;a TCEQ 20022 (3/6/2018) Page 6 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 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 processor as a residential or industrial fuel. Where required by federal law,discharges of stormwater associated with construction activities under the RRC's jurisdiction must be authorized by the EPA and the RRC,as applicable.Activities under RRC jurisdiction include construction of a facility that, when completed,would be associated with the exploration,development,or production of oil or gas or geothermal resources,such as awell site;treatment or storage facility;underground hydrocarbon or natural gas storage facility;reclamation plant; gas processing facility;compressor station;terminal facility where crude oil is stored prior to refining and at which refined products are stored solely for use at the facility;a carbon dioxide geologic storage facility under the jurisdiction of the RRC; and a gathering, transmission,or distribution pipe line that will transport crude oil or natural gas, including natural gas liquids,prior to refining of such oil or the use of the natural gas in any manufacturing process or as a residential or industrial fuel.The RRC also has jurisdiction over stormwater from land disturbance associated with a site survey that is conducted prior to construction of a facility that would be regulated by the RRC.Under 33 U.S.C. §1342(1)(2)and §1362(24),EPA cannot require a permit for discharges of stormwater from field activities or operations associated with{oil and gas}exploration,production,processing,or treatment operations,or transmission facilities,including activities necessary to prepare a site for drilling and for the movement and placement of drilling equipment,whether or not such field activities or operations may be considered to be construction activities unless the discharge is contaminated by contact with any overburden,raw material,intermediate product, finished product,byproduct,orwaste product located onthe site of the facility.Under X3.8 of this title (relating to Water Protection),the RRC prohibits operators from causing or allowing pollution of surface or subsurface water.Operators are encouraged to implement and maintainbest management practices (BMPs)to minimize discharges of pollutants,including sediment,in stormwater during constructionactivities to help ensure protection of surface water quality during storm events. For more information about the jurisdictions of the RRC and the TCEQ,read the Memorandum of Understanding(MOU)betweenthe RRC and TCEQat 16 Texas Administrative Code,Part 1, Chapter 3, Rule 3.3 0,by entering the following link into an internet browser: http://texreg.so s.state.tx.us/public/readtac$ext.T acPage?sl=R&app=9&p_dir=&p_rloc= &p_tloc=&p_ploc--&pg=1&p_tac=&ti=16&pt=l&ch=3&r1=30 or contact the TCEQ Stormwater Team at 512-239-4671 for additional information. c) Primary Standard Industrial Classification(SIC)Code Provide the SIC Code thatbest describes the constructionactivity being conducted at this site. Common SI C Codes related to c onstruc tion ac tivitie s include: • 1521 -Construction of Single Family Homes • 1522 -Construction of Residential Buildings Other than Single Family Homes • 1541 -Construction of Industrial Buildings and Warehouses TCEQ 20022 (3/6/2018) Page 7 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F • 1542 -Construction of Non-residential Buildings,other than Industrial Buildings and Warehouses • 1611 -Highway and Street Construction,except Highway Construction • 1622 -Bridge,Tunnel,and Elevated Highway Construction • 1623 -Water, Sewer,Pipeline and Communications,and Power Line Construction For help with SIC Codes,enter the following link into your internet browser: h11pjZ/www.o sha. ov/pls/i s/sicse arch.ht oryou cancontact the TCEQSmall Business and Local Government Assistance Sectionat 800-447-2827 forassistance. d) Secondary SIC Code Secondary SIC Code(s)may be provided.Leave this blankif not applicable.Forhelp with SIC Codes,enter the following link into your internet browser: h11pjZ/www.o sha. ov/pls/i s/sicse arch.ht oryou cancontact the TCEQSmall Business and Environmental Assistance Sectionat 800-447-2827 forassistance. e) Total Number of Acres Disturbed Provide the approximate number of acres that the construction site will disturb. Construc tion ac tivities that disturb less than one acre,unless they are part of a larger c ommon 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 anNOI.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 5 12-2 3 9-46 71 or by email at swgp@tce q.texas.gov. f) Common Plan of Development C o nstruc tio n ac tivities that disturb less than five acres do not require sub missionof an NOI unless they are part of a commonplanof 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 commonplan that disturbs five ormore acres.Disturbed means any clearing,grading,excavating,or other similar activities. For more information on what a commonplanof development is,refer to the definitionof"CommonPlanof Development"in the Definitions sectionof the general permit or enter the following link into yourinternet browser: www.tceg.texas.aov2per ttin /star water/co on_pl _of_develop ent_steps.ht For further information,go to the TCEQstormwaterconstructionwebpage enterthe following link into your internetbrowser: .tcer .texasgov/roto/const ctionand search for"Additional Guidance and Quick Links".If you have any further questions about the Common Plan of Development you cancontact the TCEQ Stormwater Te am at 512-239-4671 or the TCEQSmall Business and Environmental Assistanc e at 800-447- 2827. TCEQ 20022 (3/6/2018) Page 8 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F g) Estimated Start Date of the Project Thisisthe date that any construction activity or construction support activity is initiated at the site. If renewing the permit provide the original start date of when c onstruc tion activity for this projectbegan. h) Estimated End Date of the Project Thisisthe date that any construction activity or construction support activity will end and final stabilization will be achieved at the site. i) Will concrete truck washout be performed at the site? Indicate if you expect that operators of concrete trucks will washout concrete trucks at the c onstruc tion site. j) Identifythe water bo dy(s)re ceiving s tormwater runo ff The sto rmwate r may be discharged directly to a receiving stream or through a M S 4 fro myour site.It e ve ntually re ac he s a re c e iving wate r b o dy such as a local streamor lake,possibly via a drainage ditch.You must provide the name of the waterbody that receives the discharge from the site (a local stre am or lake). If your site has more than one outfall you need to include the name of the first water body for each outfall,if they are different. k) Identify the segment number(s)of the classified water body(s) Identify the classified segment number(s)receiving a discharge directly or indirectly. Enter the fo 11 owing link into your inte me t b rowse r to find the se gme nt numb e r o f the classified water body where stormwater will flow from the site: tceg.texas. ,ov/waterc uality/ o toring/viewer.ht orby contacting the TCEQ Water Quality Division at(5 12) 239-4671 for assistance. You may also find the segment number inTCEQpubhcation GI-316 by entering the following link into your internetbrowser: .tcer�.texas. OV/Du hcations/-i/g -316 orby contacting the TCEQWater Quality Division at(5 12)2 3 9-4671 for assistance. If the discharge is into anunclassified receiving water and then crosses state lines prior to entering a classified segment,select the appropriate watershed: • 0100 (Canadian River Basin) • 0200 (Red River Basin) • 0300 (Sulfur River Basin) • 0400 (Cypress Creek Basin) • 0500 (Sabine River Basin) Call the Water Quality Assessments section at 512-239-4671 for further assistance. 1) Discharge into MS4-Identify the MS4 Operator The discharge may initially be into a municipal separate storm sewer system(M S4).If the stormwater discharge is into anMS4,provide the name of the entity that operates the MS4 where the stormwater discharges.AnMS4 operatoris oftena city,town, county,or utility district,but possibly canbe another form of government.Please note that the Construction General Permit requires the Operator to supply the MS4witha TCEQ 20022 (3/6/2018) Page 9 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F copy of the NOI submitted to TCEQ For assistance,you may call the technical staff at 512-239-4671. m) Discharges to the Edwards Aquifer Recharge Zone and Certification The general permitrequires the approved Contributing Zone Plan or Water Pollution Abatement Plan to be included or referenced as apart of the Stormwater Pollution Prevention Plan. See maps on the TCEQwebsite to determine if the site is located within the Recharge Zone,Contributing Zone,or Contributing Zone within the Transition Zone of the Edwards Aquiferby entering the following link into aninternet browser: wwwJcegJexas.goy2field2ea p/viewer.ht orby contacting the TCEQWater Quality Divisionat 512-239-4671 forassistance. If the discharge or potential discharge is withinthe Recharge Zone,Contributing Zone, or Contributing Zone withinthe Transition Zone of the Edwards Aquifer,a site-specific authorization approved by the Executive Directorunder the Edwards Aquifer Proto c tion Program(3 0 TAC Chapter 213)is re quire d before c onstruc tion c an b e gin. For questions regarding the Edwards Aquifer Protection Program,contact the appropriate TCEQRegional Office.For projects inHays,Travis and Williamson Counties:Austin Regional Office, 12100 Park 35 Circle,Austin,TX 78753, 512-339- 2929.For Projects inBexar,Comal,Kinney,Medina and Uvalde Counties:TCEQ San Antonio Regional Office, 14250 JudsonRd.,SanAntonio,TX 78233-4480, 210-490- 3096. Section S. NOI CERTIFICATION No te: Failure to indicate Yes to all of the certification items may re salt in de nial o f coverage under the general permit. a) Certification of Understanding the Terms and Conditions of Construction General Permit(TXR150000) Provisional coverage under the Construction General Permit(TXR150000)begins 7 days after the completed paperN01 is postmarked for delivery to the TCEQ.Electronic applications submitted through ePermits have immediate provisional coverage.You must obtaina copy and read the Construc tion Ge ne ral Permit before submitting your application.You may view and print the C onstruc tion Gene ral Permit for whichyou are seeking coverage at the TCEQweb site by entering the following link into anintemet browser:www.tceg.texas. ov/goto Zconstructio or you may contact the TCEQ S tormwate r pro c e ssing Center at 512-239-3700 for as sistanc e. b) C e rtification of Legal Name The full legal name of the applicant as authorized to do business inTexas 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 5 12-4 63 5 555,for more information related to filing in Texas. c) Understanding of Notice of Termination A permittee shall terminate coverage under the Construction General Permit through the submittal of a NOT when the operator of the facility changes,final stabilization has TCEQ 20022 (3/6/2018) Page 10 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F been reached,the discharge becomes authorized under an individual permit,or the construction activity never began at this site. d) Certificationof 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 contaminationis mitigated.For example,in describing your mitigation measures,your site's planmight identify the devices that collect and filter stormwater,tell how those devices are to be maintained, and tell how frequently that maintenance is to be carried out.You must develop this plan in accordance with the TCEQgeneral permit requirements.This plan must be developed and implemented before you complete this NOL The SWP3 must be available fora T CEQ investigator to review onrequest. Section 6.APPLICANT CERTIFICATION SIGNATURE The certification must bear anoriginal signature of a personmeeting the signatory requirements specified under 30 Texas Administrative Code (TAC)§305.44. If you are a corporation: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(1)(see below).According to this code provision,any corporate representative may sign anNOI or similar form so long as the authority to sign such a document has been delegated to that personin accordance with corporate procedures.By signing the NOI or similar form,you are certifying that such authority has been delegated to you.The TCEQmay request documentation evidencing suchauthority. If you are a municipality or other government entity. The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(3)(see below).According to this code provision,only a ranking elected official or principal executive officermay signanNOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials.Inorder 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)underwhichyour government entity was formed.AnNOI 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 §3 0 5.44(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 re quire d by the administrative code.Documentation demonstrating your positionas a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions orneed additional informationconcerning the signatory requirements discussed above,please contact the TCEQ's Environmental Law Divisionat 512-239-0600. TCEQ 20022 (3/6/2018) Page 11 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 30 Texas Administrative Code §305.44. Signatories to Applications (a)All applications shall be signed as follows. (1) Fora corporation,the application shall be signed bya responsible corporate officer.Forpurposes of this paragraph,a responsible corporate officermeans a president,secretary,treasurer,or vice-president of the corporation in charge of a principal business function,orany other person who performs similarpolicyor decision making functions for the corporation;orthe manager of one or more manufacturing,production,oroperating facilities employing more than 2 50 persons or having gross annual sales or expenditures exceeding $2 5 million(in second-quarter 1980 dollars),if authority to sign documents has beenassigned or delegated to the manager in ac cordanc e withcorporate procedures. Corporate procedures governing authority to signpermit orpost-closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) Fora partnership or sole proprietorship,the application shall be signed by a general partner or the proprietor, respectively. (3) Fora municipality,state,federal,orother 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,ora senior executive officerhaving responsibility for the overall operations of a principal geographic unit of the agency(e.g.,regional administrator of the EPA). TCEQ 20022 (3/6/2018) Page 12 Instructions for Notice of Intent for TPDES General Permit TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Texas Commission on Environmental Quality General Permit Payment Submittal Form payment.Use this form to submityour Application Fee only if you are mailing your Instructions: • Complete items 1 through 5 below: • Staple your check in the space provided at the bottom of this document. • Do not nvil this form with yourN01 form • Do not nvil this form to the sarrp address as yourNOL Mail this form and your check to either of the following: By Regular U.S. Mail By Overnight or Express Mail Texas Commission on Environmental Quality Texas Commission on Environmental Quality Financial Administration Division Financial Administration Division Cashier's Office,MC-214 Cashier's Office,MC-214 P.O. Box 13088 12100 Park 3 5 Circle Austin,TX 78 711-3 088 Austin,TX 78 7 5 3 Fee Code: GPA General Permit: TXR150000 1. Check or Money Order No: 2. Amountof Check/Money Order: 3. Date of Check orMoney Order: 4. Name on Check or Money Order: 5. NOIInformation: If the checkis formore than one NOI,list eachProject or Site (RE)Name and Physical Address exactly as provided onthe NOI.Do not submit a copy of the NOIwith this form,as it could cause duplicate permit application entries! If there is not enoughspace onthe form to list all of the projects or sites the authorization will cover,then attacha list of the additional sites. Project/Site (RE)Name: Project/Site (RE)Physical Address: Staple the check or money order to this form in this space. TCEQ-20134 (03/06/2018) Page 1 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F TCEQ Office Use Only Permit No: CN: RN: C Region: `� Notice of Termination (NOT) for Authorizations under TCEQ TPDES General Permit TXR150000 IMPORTANT INFORMATION: Please read and use the General Information and Instructions prior to filling out each question in the form. Effective September 1, 2018, this paper form must be submitted to TCEQ with a completed electronic reporting waiver form(TCEQ-20754). ePermits: This form is available on our online permitting system. Sign up for online permitting at: haps:// 3.tceg.texas.,ov/steers/ What is the permit number to be terminated? TXR 1 S TXRCW Section 1. OPERATOR . . a) What is the Customer Number (CN)issued to this entity? CN b) What is the Legal Name of the current permittee? c) Provide the contact information for the Operator (Responsible Authority). Prefix (Mr. Ms. or Miss): First and Last Name: Suffix: Title: Credentials: Phone Number: Fax Number: Email: Mailing Address: City, State, and Zip Code: Country Mailing Information, if outside USA: Section 2. APPLICATION CONTACT This is the person TCEQ will contact if additional information is needed regarding this application. Is the application contact the same as the permittee identified above? ❑ Yes, go to Section 3. ❑ No, complete section below TCEQ-20023 (03/09/2018) Page 1 Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Prefix (Mr. Ms. or Miss): First and Last Name: Suffix: Title: Credentials: Phone Number: Fax Number: Email: Mailing Address: City, State, and Zip Code: Country Mailing Information, if outside USA: Section 3. REGULATED ENTITY (RE) INFORMATION ON PROJECT • ' SITE a) TCEQ issued RE Reference Number (RN): RN b) Name of project or site as known by the local community: c) County,or counties if more than 1: d) Latitude: Longitude: e) Site Address/Location: If the site has a physical address such as 12100 Park 35 Circle, Austin, TX 78753, complete Section 3A. If the site does not have a physical address, provide a location description in Section 3B. Example: located on the north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1. Section 3A: Physical Address of Project or Site: Street Number and Name: City, State, and Zip Code: Section 3B: Site Location Description: Location description: City where the site is located or, if not in a city, what is the nearest city: Zip Code where the site is located: Section 4. REASON FOR TERMINATION Check the reason for termination: ❑ Final stabilization has been achieved on all portions of the site that are the responsibility of the Operator and all silt fences and other temporary erosion controls have been removed, or scheduled for removal as defined in the SWP3. ❑ Another permitted Operator has assumed control over all areas of the site that have not been finally stabilized, and temporary erosion controls that have been identified in the SWP3 have been transferred to the new Operator. TCEQ-20023 (03/09/2018) Page 2 Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ❑ The discharge is now authorized under an alternate TPDES permit. ❑ The activity never began at this site that is regulated under the general permit. Section S. • Signatory Name: Signatory Title: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further certify that I am authorized under 30 Texas Administrative Code §305.44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Signature (use blue ink): Date: TCEQ-20023 (03/09/2018) Page 3 Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Instructions for Notice of Termination (NOT) for Authorizations under TPDES General Permit TXR150000 GENERAL INFORMATION Where to Send the Noticeof • • BY REGULAR U.S. MAIL: BY OVERNIGHT/EXPRESS MAIL: Texas Commission on Environmental Quality Texas Commission on Environmental Quality Stormwater Processing Center (MC-228) Stormwater Processing Center (MC-228) P.O. Box 13087 12100 Park 35 Circle Austin, Texas 78711-3087 Austin, TX 78753 TCEQ Contact Application status and form questions: 512-239-3700, swpermit(4)tceg.texas.gov Technical questions: 512-239-4671, swgp(4)tceg.texas.gov Environmental Law Division: 512-239-0600 Records Management- obtain copies of forms: 512-239-0900 Reports from databases (as available): 512-239-DATA(3282) Cashier's office: 512-239-0357 or 512-239-0187 Noticeof • ' • A Notice of Termination is effective on the date postmarked for delivery to TCEQ. When your NOT is received by the program, the form will be processed as follows: 1) Administrative Review: The form will be reviewed to confirm the following: • the permit number is provided; • the permit is active and has been approved; • the entity terminating the permit is the current permittee; • the site information matches the original permit record; and • the form has the required original signature with title and date. 2) Notice of Deficiency: If an item is incomplete or not verifiable as indicated above, a phone call will be made to the applicant to clear the deficiency. A letter will not be sent to the permittee if unable to process the form. 3) Confirmation of Termination: A Notice of Termination Confirmation letter will be mailed to the operator. Change in • •e • An authorization under the general permit is not transferable. If the operator of the regulated entity changes, the present permittee must submit a Notice of Termination and the new operator must submit a Notice of Intent. The NOT and NOI must be submitted not later than 10 days prior to the change in Operator status. INSTRUCTIONS • ' FILLING OUT • ' The majority of permit information related to the current operator and regulated entity are available at the following website: http:// 2.tceg.texas.gov/wg-dpa/index.cfm. TCEQ-20023 (03/09/2018) Page 1 Instructions for Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Section • ' 1 ' ' a) Customer Number (CN) TCEQ's Central Registry assigns each customer a number that begins with CN, followed by nine digits. This is not a permit number, registration number, or license number. The Customer Number, for the current permittee, is available at the following website: ht tp:Lwww2.tctg.texas.,ov/w dpa/index.cfm. b) Legal Name of Operator The operator must be the same entity as previously submitted on the original Notice of Intent for the permit number provided. The current operator name, as provided on the current authorization, is available at the following website: ht tp:ZZwww2.tctg.texas.,ov/w dpa/index.cfm. c) Contact Information for the Operator (Responsible Authority) Provide information for person signing the NOT application in the Certification section. This person is also referred to as the Responsible Authority. Provide a complete mailing address for receiving mail from the TCEQ. Update the address if different than previously submitted for the Notice of Intent or Notice of Change. The mailing address must be recognized by the US Postal Service. You may verify the address on the following website: https://tools,uses.com/go/ZipLookupAction!input.action. The phone number should provide contact to the operator. The fax number and e-mail address are optional and should correspond to the operator. Section 2. Application • Provide the name, title and contact information of the person that TCEQ can contact for additional information regarding this application. Section 3. Regulated Entity (RE) Information on Project or Site: a) Regulated Entity Reference Number (RN) A number issued by TCEQ's Central Registry to sites where an activity regulated by TCEQ. This is not a permit number, registration number, or license number. The Regulated Entity Reference Number is available at the following website: ht tp:ZZwww2.tctg.texas.,ov/w dpa/index.cfm. b) Name of the Project or Site Provide the name of the site as known by the public in the area where the site is located. c) County Identify the county or counties in which the regulated entity is located. d) Latitude and Longitude Enter the latitude and longitude of the site in degrees, minutes, and seconds or decimal form. The latitude and longitude as provided on the current authorization is available at the following website: http://www2.tceg.texas.gov/wg-dpa/index.cfm. e) Site/Project(RE)Physical Address/Location Information The physical address/location information, as provided on the current authorization, is available at the following website: http:// 2.tceg.texas.gov/wg-dpa/index.cfm. TCEQ-20023 (03/09/2018) Page 2 Instructions for Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Section 3A. If a site has an address that includes a street number and street name, enter the complete address for the site. If the physical address is not recognized as a USPS delivery address,you may need to validate the address with your local police (911 service) or through an online map site used to locate the site. Please confirm this to be a complete and valid address. Do not use a rural route or post office box for a site location. Section 3B. If a site does not have an address that includes a street number and street name, provide a complete written location description.For example: "The site is located on the north side of FM 123, 2 miles west of the intersection of FM 123 and Highway 1." Provide the city (or nearest city) and Zip Code of the facility location. Section 4. Reason for Termination: The Notice of Termination form is only for use to terminate the authorization(permit). The Permittee must indicate the specific reason for terminating by checking one of the options. If the reason is not listed then provide an attachment that explains the reason for termination. Please read your general permit carefully to determine when to terminate your permit. Permits will not be reactivated after submitting a termination form. The termination is effective on the date postmarked for delivery to TCEQ. Section S. Certification: The certification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Administrative Code §305.44. IF YOU ARE A CORPORATION. The regulation that controls who may sign an application form is 30 Texas Administrative Code §305.44(a), which is provided below. According to this code provision, any corporate representative may sign an NOI or similar form so long as the authority to sign such a document has been delegated to that person in accordance with corporate procedures. By signing the NOI or similar form,you are certifying that such authority has been delegated to you. The TCEQ may request documentation evidencing such authority. IF YOU AREA MUNICIPALITY OR OTHER GOVERNMENT ENTITY. The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a), which is provided below. According to this code provision, only a ranking elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, it may be beneficial to consult your city charter, county or city ordinances, or the Texas statutes under which your government entity was formed. An NOI or similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not conform to §305.44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation.By signing the NOI or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above, please contact the Texas Commission on Environmental Quality's Environmental Law Division at 512-239-0600. TCEQ-20023 (03/09/2018) Page 3 Instructions for Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 30 Texas Administrative Code §305.44. Signatories to Applications (a) All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a responsible corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or the manager of one or more manufacturing,production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million(in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or post-closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor,respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer or a ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency(e.g., regional administrator of the EPA). TCEQ-20023 (03/09/2018) Page 4 Instructions for Notice of Termination for TXR150000 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F SECTION 02836 ALUMINUM CANTILEVER SLIDE GATE PART 1 - GENERAL: 1.01 SECTION INCLUDES: A. The work in this section shall include furnishing all labor, materials, equipment and appliances necessary to complete the installation of the cantilever slide gates required for this project in strict accordance with this specification section and drawings. 1.02 REFERENCES: A. Underwriters Laboratory Gate Operator Requirements (UL 325). See 3.02 C. 1. Automated/operated vehicular gates are not to be used for pedestrian traffic. Separate pedestrian gates must always be provided if pedestrian traffic is expected. B. ASTM F 2200 — Standard Specification for Automated Vehicular Gate Construction. See 2.01 C. C. ASTM F 1184 — Standard Specification for Industrial and Commercial Horizontal Slide Gates, Type 11, Class 2. See 3.02 B. D. American Welding Society AWS D1.2 Structural Welding Code. See 2.01 D and 2.03 D. 1.03 SUBMITTAL: A. Product Data: 1. Provide manufacturer's catalog cuts with printed specifications and installation instructions. 2. If operated gate system, furnish two (2) copies of operation and maintenance data covering the installed products. B. Shop Drawings: 1. Supply shop drawings showing the gate system, including details of all major components. 2. Include details of gate construction, gate height, and post spacing dimensions. C. Certification of Performance Criteria: 1. Manufacturer of gate system shall provide certification stating the gate system includes the following material components that provide superior performance and longevity. Alternate designs built to minimum standards that do not include these additional structural features shall not be accepted. a. Gate track system shall be keyed to interlock into gate frame member (providing 200% additional strength when compared to weld only keyless systems). When interlocked with and welded to the "keyed" frame top member, gate track forms a composite structure. b. Gate shall have a minimum counterbalance length of 50% opening width which provides a 36% increase in lateral resistance (when compared to ASTM minimum Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02836-1 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F of 40% counterbalance). If gate is ever to be automated, counterbalance section shall be filled with fabric or other specified material. c. To provide superior structural integrity, intermediate vertical members shall be used-with spacing between verticals to be less than 50% of the gate frame height. d. Entire gate frame (including counterbalance section) shall include 2 adjustable stainless or galvanized steel cables (minimum 3/16") per bay to allow complete gate frame adjustment (maintaining strongest structural square and level orientation). e. Gate truck assemblies shall be tested for continuous duty and shall have precision ground and hardened components. Bearings shall be pre-lubricated and contain shock resistant outer races and captured seals. f. Gate truck assemblies shall be supported by a minimum 5/8" plated steel bolt with self aligning capability, rated to support a 2,000 4 reaction load. g. Hanger brackets shall be hot dipped galvanized steel with a minimum 3/8" thickness that is also gusseted for additional strength. h. Gate top track and supporting hangar bracket assemblies shall be certified by a licensed professional engineer to withstand a 2,000 lb. vertical reaction load without exceeding allowable stresses. D. Certifications: 1. Gate in compliance with ASTM F 2200, Standard Specification for Automated Vehicular Gate Construction per section 2.01 C. 2. If operated gate system, gate operator shall be in compliance with UL 325 as evidenced by UL listing label attached to gate operator. 3. The aluminum welders and welding process must be certified per section 2.03 D. 4. Manufacturer shall supply gate design performance certification as per section 1.03 C. PART 2 - PRODUCTS: 2.01 CANTILEVER SLIDE GATE MANUFACTURERS: A. The cantilever sliding gate system shall be manufactured by Tymetal Corp., 678 Wilbur Avenue, Greenwich, NY 12834 - (800) 328 —4283 OR APPROVED EQUAL. B. Approved substitution — All other systems must be submitted to the design team in accordance with substitution requirements as set forth in the general provisions of the specification manual for approval prior to the bid date. Products submitted must meet performance criteria as per section 1.03 C. Products submitted after the bid date will not be approved. C. Gate manufacturer shall certify gate is manufactured in compliance with ASTM F 2200, Standard Specification for Automated Vehicular Gate Construction. See 1.03 D.1. D. Gate manufacturer shall provide independent certification as to the use of a documented Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 welding code. Upon request, Individual Certificates of Welder Qualification documenting successful completion of the requirements of the AWS D1.2 code shall also be provided. See 1.03 D.3. Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02836-2 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F 2.02 GATE DIMENSIONS: A. The slide gate dimensions shall be as shown on the detail drawings. 2.03 GATE CONSTRUCTION DETAILS: A. Gate Frame: 1. The gate frame shall be fabricated from 6063-T6 aluminum alloy extrusions. The top member shall be a 3" x 5" (76mm x 127mm) aluminum structural channel/tube extrusion weighing not less than 3.0 Ib/If(4.4kg/m). To maintain structural integrity this frame member shall be "keyed" to interlock with the "keyed" track member. If fabricated as a single horizontal piece, the bottom member shall be a 2" x 5" (51mm x 127mm) aluminum structural tube weighing not less than 2.0 Ib/If (2.9kg/m). If fabricated in two horizontal pieces, the bottom member shall be a 5" (127mm) aluminum structural channel weighing not less than 2.6 Ib/If (3.8kg/m). When the gate frame is manufactured in two horizontal pieces or sections, they shall be spliced in the field (the gate frame shall be fabricated in one or multiple sections depending on size requirements or project constraints). B. Vertical Members (Chain Link): 1. The vertical members at the ends of the gate frame shall be "P" shaped in cross section with a nominal base dimension of no less than 2" x 2" (51mm x 51mm) and weighing not less than 1.6 Ib/If (2.3kg/m). Major 2" x 2" (51mm x 51mm) vertical members weighing not less than 1.1 Ib/If shall separate each bay and shall be spaced at less than gate height intervals. 2. Intermediate 1" x 2" (25mm x 51mm) vertical members weighing not less than .82 lb/If shall alternate between 2" x 2" major members. C. Gate Track: 1. The gate frame shall have a separate semi-enclosed "keyed" track, extruded from 6005A-T61 or 6105-T5 aluminum alloy, weighing not less than 2.9 Ib/If (4.2kg/m). The track member is to be located on only one side of the top primary. Welds to be placed alternately along the top and side of the track at 9" (229mm) centers with welds being a minimum of 2" (51mm). D. All welds on the gate frame shall conform to Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 Structural Welding Code. All individual welders shall be certified to AWS D1.2 welding code. See 1.02 D. E. Gate Mounting: 1. The gate frame is to be supported from the track by two (2) swivel type, self-aligning, 4-wheeled, sealed lubricant, ball-bearing truck assemblies. 2. The bottom of each support post shall have a bracket equipped with a pair of 3" (76mm) UHMW guide wheels Wheel cover protectors shall be included with bottom guides to comply with UL325. 3. Gap protectors shall be provided and installed, compliant with ASTM F 2200-05. F. Diagonal Bracing: 1. Diagonal "X" bracing of 3/16" or 1/4" diameter stainless or galvanized steel cable Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02836-3 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F shall be installed throughout the entire gate frame. G. The gate shall be completed by installation of approved filler as specified. 1. Chain Link: 2" x 2" x 9 gauge aluminized steel chain link fabric shall extend the entire length of the gate (if operated gate, counterbalance must also have fabric to prevent reach through and comply with ASTM F2200, see 1.03 C.1) Fabric shall be attached at each end of the gate frame by standard fence industry tension bars and tied at each 2" x 2" (51mm x 51mm) vertical member with standard fence industry ties. ASTM F2200 requires attachment method that leaves no leading or bottom edge protrusions (cannot exceed 0.5 inch). 2.04 POSTS: A. A single set of support posts shall be minimum 4" O.D. (102mm)round SS40 or 4" x 4" x 3/16" wall square steel tubing, grade 500. Gate posts shall be galvanized or coated and supported in concrete footings as specified by the design team. 2.05 FINISH: A. Gate to be mill finish aluminum or color coated with polyester powder as specified. If powder coated, the gate (including track member) and all accessories shall be pretreated chemically by sand blasting or other acceptable method to ensure proper coating adherence. 2.06 WARRANTY: A. The truck assembly shall be warranted against manufacturing defects by the manufacturer for aperiod of(5)five years from date of sale. PART 3 - EXECUTION: 3.01 Final grades and installation conditions shall be examined. Installation shall not begin until all unsatisfactory conditions are corrected. 3.02 INSTALLATION: A. Equipment in this section shall be installed in strict accordance with the company's printed instructions unless otherwise shown on the contract drawings. B. The gate and installation shall conform to ASTM F 1184 standards for aluminum cantilever slide gates, Type H, Class 2. See 1.02 C. C. If the gate system is to be automated, the gate and installation shall also comply with ASTM F 2200 and UL 325. See 1.02 A and 1.02 B.. 3.03 SYSTEM VALIDATION: A. The complete system shall be adjusted to assure it is performing properly. B. The system shall be operated for a sufficient period of time to determine that the system is in proper working order. C. For operated gate systems -test and explain safety features: 1. Each system feature and device is a separate component of the gate system. 2. Read and follow all instructions for each component. 3. Ensure that all instructions for mechanical components, safety devices and the gate operator are available for everyone who will be using the gate system. 4. The warning signs shipped with the gate operator must be installed in prominent Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02836-4 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F position on both sides of the gate. 5. Ensure the owner is clear with regard to the safety points concerning the basic operational guidelines of the safety features of the gate operator system. These safety points are listed in the gate operator manual and must be read prior to system use. Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 02836-5 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F APPENDIX DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Page Intentionally Left Blank Cefe F. Valenzuela Landfill Scale House Pavement Repairs Project No. 21034 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F ntertek GEOTECHNICAL ENGINEERING REPORT Proposed Cefe Valenzuela Landfill Scale House Pavement Repairs, FM 2444 & CR 20 Corpus Christi, Texas (19055A/190550)(Solid Waste Technical Support— Project# 18096A) PSI Project No. 0312-2151 PREPARED FOR: City of Corpus Christi- Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 November 23, 2020 BY: PROFESSIONAL SERVICE INDUSTRIES, INC. 810 South Padre Island Drive Corpus Christie, Texas 787416 Phone: (361) 854-4801 Fax: (361) 854-6049 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Lntertek Professional Service Industries,Inc. 810 South Padre Island Drive Corpus Christie,TX 787416 Office-361.854.4801 November 23, 2020 City of Corpus Christi —Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Attn: Mr. Bill De Anda RE: GEOTECHNICAL ENGINEERING REPORT PROPOSED CEFE VALENZUELA LANDFILL SCALE HOUSE PAVEMENT REPAIRS FM 2444&CR 20 CORPUS CHRISTI, TEXAS (1 9055A/1 90550)(SOLID WASTE TECHNICAL SUPPORT—PROJECT# 18096A) PSI Project No. 0312-2151 Dear Mr. De Anda: Professional Service Industries, Inc. (PSI), an Intertek company, is pleased to submit this Geotechnical Engineering Report for the referenced project. This report includes the results from the field and laboratory investigation along with recommendations for use in preparation of the appropriate design and construction documents for this project. PSI appreciates the opportunity to provide this Geotechnical Engineering Report and looks forward to continuing participation during the design and construction phases of this project. If there are questions pertaining to this report, or if PSI may be of further service, please contact us at your convenience. PSI also has great interest in providing materials testing and inspection services during the construction of this project. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Texas Board of Professional Engineers Certificate of Registration#F003307 OF .. .• � Reinaldo Vega-Meyer, MS. EIT ;v" Dexter Bacon, P.E. Corpus Christi Project Engineer ' "°" °'OEXTER ;ACON Chief Engineer ... ,54560 Ss ONALProfessional Service Industries,Inc.810 South Padre Island Drive,•Corpus Christie,TX 787416,•Phone(361)854-4801•Fax(361)854-6049 000uSign Envelope ID:nac4007c-6000-41c1-8naa 1A4EoA5EFF7F TABLE OF CONTENTS Electronic Navigation: The TOC below and oi,,ds are hyperlinked to sections of relevance. The Y�` Symbol will return the reader hothe TOC. Page No. TABLE OFCONTENTS.......................................................................................................................................| 1.0 PROJECT INFORMATION....................................................................................................................1 1.1 PROJECT AUTHORIZATION....................................................................................................................1 1.2 PROJECT DESCRIPTION........................................................................................................................1 1.3 PURPOSE AND SCOPE opSERVICES.....................................................................................................1 2.0 SITE AND SUBSURFACE CONDITIONS ............................................................................................3 2.1 SITE DESCRIPTION................................................................................................................................3 2.2 FIELD EXPLORATION.............................................................................................................................3 2.3 LABORATORY TESTING PROGRAM........................................................................................................4 2.4 SITE GEOLOGY.....................................................................................................................................4 2.6 SUBSURFACE CONDITIONS...................................................................................................................4 3.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS.........................................................G 3.1 GEOTECHNICAL DISCUSSION................................................................................................................G 3.2 POTENTIAL VERTICAL MOVEMENT opEXPANSIVE SOILS.......................................................................G 3.3 CORROSION POTENTIAL.......................................................................................................................7 3.4 SULFATES EVALUATION........................................................................................................................Q 3.5 SITE SEISMIC DESIGN RECOMMENDATIONS...........................................................................................Q 4.0 PAVEMENT DESIGN RECOMMENDATIONS...................................................................................1O 4.1 PAVEMENT DESIGN PARAMETERS.......................................................................................................1O 4.2 PAVEMENT SECTION RECOMMENDATIONS...........................................................................................11 4.3 LIFE CYCLE COST ANALYSIS(UCCA).................................................................................................13 6.0 CONSTRUCTION CONSIDERATIONS..............................................................................................14 6.1 |mnwL SITE PREPARATION CONSIDERATIONS.....................................................................................14 6.2 MOISTURE SENSITIVE SOILS/WEATHER RELATED CONCERNS.............................................................15 5.3 EXCAVATION OBSERVATIONS.............................................................................................................1G 5.4 DRAINAGE CONSIDERATIONS..............................................................................................................1G 6.5 EXCAVATIONS AND TRENCHES............................................................................................................1G 6.0 REPORT LIMITATIONS.......................................................................................................................17 APPENDIX.........................................................................................................................................................1Q i DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F INDEX OF TABLES Page No. Table 1.1: General Project Description............................................................................................................1 Table2.1: Site Description ................................................................................................................................3 Table 2.2: Field Exploration Summary.............................................................................................................3 Table 2.3: Field Exploration Description.........................................................................................................3 Table 2.4: Generalized Soil Profile...................................................................................................................4 Table 3.1: Corrosive Ratings Based on Soil Resistivity................................................................................7 Table3.2: Resistivity Results............................................................................................................................7 Table 3.3: Chloride Content and pH.................................................................................................................7 Table 3.4: Requirements for Concrete Exposed to Sulfate...........................................................................8 Table 3.5: Sulfate Test Results.........................................................................................................................8 Table 3.6: Recommended Design Seismic Parameters.................................................................................9 Table 4.1: Pavement Design Parameters and Assumptions(Rigid and Flexible)....................................10 Table 4.2: Flexible Pavement Section Options.............................................................................................11 Table 4.3: Rigid Pavement Section Options..................................................................................................12 Table 4.4: Pavement Design and Construction Recommendations..........................................................12 Table 4.5: Compaction and Testing Recommendations for Pavement Areas..........................................13 Table 4.5: Life Cycle Cost Analysis-Pavement Option Total Cost............................................................13 Table 5.1: Subgrade Preparation for Non-Structural -General Fill............................................................14 Table 5.2: Fill Compaction Recommendations Outside of Pavement Areas............................................15 Table 5.3: Considerations for Demolition......................................................................................................15 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 1.0 PROJECT INFORMATION 1.1 PROJECT AUTHORIZATION Professional Service Industries, Inc. (PSI), an Intertek company, has completed a field exploration and geotechnical evaluation for the proposed Cefe Valenzuela Landfill Scale House Pavement Repair project. Mr. Jeff H. Edmonds, representing City of Corpus Christi, authorized PSI's services on August 31, 2020 by executing Task Order No. 14 (19055A/190550). The work was performed in accordance with PSI proposal#319405 dated 8/21/202. PSI's proposal contained a proposed scope of work and lump sum fee. 1.2 PROJECT DESCRIPTION Based on information provided by the Client, PSI's review of a site plan entitled "Operation Area Site Plan", and the results of this geotechnical investigation, a summary of our understanding of the proposed project is provided below in the following General Project Description table. TABLE 1.1:GENERAL PROJECT DESCRIPTION Project Name Cefe Valenzuela Landfill Scale House Pavement Repair Proposed Project Description Scale House Pavement Repairs There is approximately 4 inches of existing HMAC and 11 inches of existing base material that will need to be removed and replaced with the new pavement section. The geotechnical recommendations presented in this report are based on the available project information, structure locations, and the subsurface materials encountered during the field investigation. If the noted information or assumptions are incorrect, please inform PSI so that the recommendations presented in this report can be amended as necessary. PSI will not be responsible for the implementation of provided recommendations if not notified of changes in the project. 1.3 PURPOSE AND SCOPE OF SERVICES The purpose of this study is to evaluate the subsurface conditions at the site and develop geotechnical engineering recommendations and guidelines for use in preparing the design and other related construction documents for the proposed project. The scope of services included drilling borings, performing laboratory testing, and preparing this geotechnical engineering report. This report briefly outlines the available project information, describes the site and subsurface conditions, and presents the recommendations regarding the following: The purpose of this study is to evaluate the subsurface conditions at the site and develop geotechnical engineering recommendations and guidelines for use in preparing the design and other related construction documents for the proposed project. The scope of services included drilling soil borings, performing laboratory testing, and preparing this geotechnical engineering report. This report briefly outlines the available project information, describes the site and subsurface conditions, and presents the recommendations regarding the following: • General site development and subgrade preparation recommendations; PAGE 1 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 • Estimated potential soil movements associated with shrinking and swelling soils and methods to reduce these movements to acceptable levels; • Seismic design site classification per the International Building Code 2015; • Description of the field work and lab testing; • Summary of the lab test reports; • Describe/Discuss the subsurface soil and groundwater conditions; • Discussion of the soil movement potential and calculated potential vertical rise (PVR); • Prepare pavement recommendations for a 30-year design life. The City of Corpus Christi provided the vehicle/load data: • The flexible(asphalt) section includes new pavement sections, one with geogrid and one without geogrid. • The rigid concrete section includes a reinforced section. • Prepare recommendations for preparation of the pavement subgrade, including alternatives for stabilization of the subgrade; • Earthwork recommendations including backfill requirements; and • Perform a 30-year life cycle cost analysis for the recommended flexible and rigid pavement sections; • Construction considerations. The scope of services for this geotechnical exploration did not include an environmental, mold nor detailed seismic/fault assessment for determining the presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. PAGE 2 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 SITE DESCRIPTION The following table provides a generalized description of the existing site conditions based on visual observations during the field activities, as well as other available information. TABLE 2.1:SITE DESCRIPTION Site Location FM 2444 and CR 20 about 14 miles SW of Corpus Christi City Hall Existing Site Conditions Existing entry road to scale house 2.2 FIELD EXPLORATION Field exploration for the project consisted of drilling a total of two (2) borings. The boring design element, boring labels, approximate depths and drilling footage are provided in the following table. TABLE 2.2: FIELD EXPLORATION SUMMARY Design Element Boring Label Boring Location Approx. Depth of Boring (Feet) Pavement B-1 Lat: 27.6347°, Long:-97.5695° 10 Pavement B-2 Lat: 27.6349°, Long: -97.5686° 10 The boring locations were selected by PSI personnel and located in the field using a recreational- grade GPS system. Elevations of the ground surface at the boring locations were not provided and should be surveyed by others prior to construction. The references to elevations of various subsurface strata are based on depths below existing grade at the time of drilling. The approximate boring locations are depicted on the Boring Location Plan provided in the Appendix. TABLE 2.3: FIELD EXPLORATION DESCRIPTION Drilling Equipment Truck Mounted Drilling Equipment Drilling Method Air Rotary Drilling Procedure Applicable ASTM and PSI Safety Manual Field Testing Hand Penetrometer, Standard Penetration Test ASTM D1586 Sampling Procedure Soils:ASTM D1587/1586 Sampling Frequency Continuously to a Depth of 10 Feet and at 5-foot Intervals Thereafter Frequency of Groundwater Level Measurements During and After Drilling Boring Backfill Procedures Soil Cuttings, Surface Asphalt Patch During field activities, the encountered subsurface conditions were observed, logged, and visually classified (in general accordance with ASTM D2487). Field notes were maintained to summarize soil types and descriptions, water levels, changes in subsurface conditions, and drilling conditions. PAGE 3 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 2.3 LABORATORY TESTING PROGRAM PSI supplemented the field exploration with a laboratory testing program to determine additional engineering characteristics of the subsurface soils encountered. The laboratory testing program included: • Visual Classification (ASTM D2488), • Moisture Content Tests (ASTM D2216), • Atterberg Limits (ASTM D4318), • Material Finer than No. 200 (ASTM D1140), and • Unconfined Compression Strength Test (ASTM D2166). The laboratory testing program was conducted in general accordance with applicable ASTM Test Methods. The results of the laboratory tests are provided on the Boring Logs in the Appendix. Portions of samples not altered or consumed by laboratory testing will be discarded 60 days from the date shown on this report. 2.4 SITE GEOLOGY As shown on the Geologic Atlas of Texas, Corpus Christi Sheet, reprinted in 1975, the site is located in an area where the Beaumont Formation (Qb) is present at or near the ground surface. The portion of the Beaumont Formation within the project site is mapped as predominately clay with high to very high shrink-swell potential, low permeability, low shear strength, and high plasticity. 2.5 SUBSURFACE CONDITIONS The results of the field and laboratory investigation have been used to generalize a subsurface profile at the project site. The following subsurface descriptions provide a highlighted generalization of the major subsurface stratification features and material characteristics. TABLE 2.4:GENERALIZED SOIL PROFILE Depth of Layer(ft) w LL % Pass. Top Bot. Layer Soil Type (%) (%) P� #200 1 0 1.2 4"of Asphalt and 11"of Base - - - - Clayey Sand with Gravel 10 - - 33 2 1.2 2 OR Sandy Lean Clay 17 40 28 67 3 2 4 Lean Clay with Varying Sand 18-24 25 12 67-78 Content 4 4 6 Fat Clay 35-22 80-85 57-64 91-93 The boring logs included in the Appendix should be reviewed for specific information at individual boring locations. The boring logs include soil descriptions, stratifications, locations of the samples, and field and laboratory test data. The descriptions provided in the logs only represent the conditions at that actual boring location; the stratifications represent the approximate boundaries between subsurface materials. The actual transitions between strata may be more gradual and less distinct. Variations will occur and should be expected across the site. PAGE 4 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 2,5,1 GROUNDWATER INFORMATION Water level measurements were performed during drilling and after completion of drilling. Specific information concerning groundwater is noted on each boring log presented in the Appendix of this report. Groundwater was not encountered during the field investigation of this site. Groundwater levels fluctuate seasonally as a function of rainfall, proximity to creeks, rivers and lakes, the infiltration rate of the soil, seasonal and climatic variations and land usage. In relatively pervious soils, such as sandy soils, the indicated depths are a relatively reliable indicator of groundwater levels. In relatively impervious soils, water levels observed in the borings may not provide a reliable indication of groundwater elevations, even after several days. If a detailed water level evaluation is required, observation wells or piezometers can be installed at the site to monitor water levels. The groundwater levels presented in this report were measured at the time of PSI field activities. The contractor should determine the actual groundwater levels at the site before construction activities. PAGE 5 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 3.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS 3.1 GEOTECHNICAL DISCUSSION Based upon the information gathered from the soil borings and laboratory testing, the clay soils encountered at this site within the seasonally active zone have a high potential for expansion. PSI recommends the expansive potential (i.e. "Potential Vertical Movement" or PVM) of these soils be addressed in the design and construction of this project to reduce the potential for foundation movements and foundation distress. The following design recommendations have been developed based on the previously described project characteristics and subsurface conditions encountered. If there are changes in the project criteria, PSI should be retained to determine if modifications in the recommendations will be required. The findings of such a review would be presented in a supplemental report. Once final design plans and specifications are available, a general review by PSI is recommended to observe that the conditions assumed in the project description are correct and to verify that the earthwork and foundation recommendations are properly interpreted and implemented within the construction documents. 3.2 POTENTIAL VERTICAL MOVEMENT OF EXPANSIVE SOILS The soils encountered at the soil boring locations exhibit a high potential for volumetric changes, due to fluctuations in soil moisture content. PSI has conducted laboratory testing on the soils to estimate the expansive soil potential with soil moisture variations. These soil moisture variations are based on historical climate change data for a particular site detailed in the Thornthwaite Moisture Index Maps. Determining the soil potential for shrinking and swelling, combined with historical climate variation, aids the engineer in quantifying the soil movement potential of the soils supporting the floor slab and shallow foundations. Various shrink/swell movement procedures, and two soil modeling systems, the Post Tensioning Institute's (PTI) "Design of Post-Tensioned Slabs-on-Ground, 3rd Edition" and Texas Department of Transportation (TxDOT) method TEX-124-E, were used to approximate the Potential Vertical Movement (PVM) for this location. 3.2.1 SHRINK/SWELL MOVEMENT(PVM)ESTIMATE Based on laboratory testing results, and the TEX-124-E and the PTI methods, the potential vertical movement within the proposed project area was estimated to be approximately 3 to 4 inches. It is not possible to accurately quantify actual soil moisture changes and resulting shrink/swell movements. The PVM and referenced structural movements values provided should not be considered absolute values that could occur in the field but approximate values based on industry standard practice and experience. Extreme soil moisture variations could occur due to unusual drought severity, leaking water or sewer lines, poor drainage (possibly due to landscape changes after construction), irrigation line breaks, perched groundwater infiltration, springs, soil desiccation from large trees located adjacent to the pavement,etc.Therefore, because of these unknown factors, the shrink/swell potential of soils in Texas can often be significantly underestimated using the previously mentioned methods of evaluating PVM. The unknown factors previously mentioned cannot be determined at the time of the geotechnical study. Therefore, estimated shrink/swell movements are calculated only in consideration of historical climate data related to soil moisture variations for a particular area. Movements in excess of these PAGE 6 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 assumed variations should be anticipated and regular maintenance should be provided to address these issues throughout the life of the structure. 3.3 CORROSION POTENTIAL Both metal and concrete elements in contact with soil are subject to corrosion or degradation due to the chemical activity of the soil. Therefore, buried metal and concrete elements should be designed to resist this chemical activity. The result of laboratory electrical resistivity tests performed on selected soil samples obtained from drilling are indicated in the following table. TABLE 3.1:CORROSIVE RATINGS BASED ON SOIL RESISTIVITY Electrical Resistivity (Ohm-cm) Corrosivity Rating Greater than 20, 000 Essentially Non-Corrosive 10,000 to 20,000 Mildly Corrosive 5000 to 10,000 Moderately Corrosive 3000 to 5000 Corrosive 1000 to 3000 Highly Corrosive Less than 1000 Extremely Corrosive TABLE 3.2: RESISTIVITY RESULTS Boring Depth (ft) Resistance (Ohm-cm) Corrosivity Rating B-1 2-4 426 Extremely Corrosive B-2 4-6 1495 Highly Corrosive The corrosion potential of the soils is also dependent on the pH of the soil and chloride content present in the soil. The result of a laboratory chloride content and pH tests performed on selected soil samples obtained from drilling are indicated in the following tables. TABLE 3.3:CHLORIDE CONTENT AND PH Boring Depth (ft) Chloride Content pH (mg/kg) B-1 0-2 60 - B-1 2-4 - 8.21 B-2 2-4 80 9.29 3.3.1 CHEMICAL ATTACK POTENTIAL FOR DEGRADATION OF CONCRETE The concentration of water-soluble sulfates is considered to be a good indicator of the potential for chemical attack on concrete. Based on ACI Manual of Concrete Practice (ACI 201.2R-10) or (ACI 318/318R-33), the amount of water-soluble sulfate in soil can be used to evaluate the need for protection of concrete based on the following table. PAGE 7 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 TABLE 3.4: REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE Water Soluble Sulfate in soil Sulfate Exposure (percent by weight) 0.00 to 0.10 Negligible or Class 0 Exposure 0.10 to 0.20 Moderate or Class 1 Exposure 0.20 to 2.00 Severe or Class 2 Exposure Over 2.0 Very Severe or Class 3 Exposure The results of the laboratory sulfate ion concentration tests performed on soil samples obtained at the site are as follows indicating negligible or Class 0 exposure. TABLE 3.5:SULFATE TEST RESULTS Boring Locations Depth (ft) Sulfate Content mg/kg Percent by Wt. B-1 0-2 127 0.0127 B-2 2-4 468 0.0468 3.4 SULFATES EVALUATION Existing subgrade soils and imported embankment fills shall be regularly screened for sulfates during construction. When soluble sulfates are detected above 500 ppm TxDOT Guidelines for Treatment of Sulfate Rich Soils shall be followed. TxDOT has identified mitigation procedures of sulfate bearing soils into three categories, Traditional Treatment, Modified Treatment, and an Alternative Treatment. The Contractor shall follow the mitigation procedures outlined above when high sulfate concentrations (above 3000 ppm) are encountered along the alignment. The amount of mellowing time and moisture content required shall be determined during the mix design process using Tex- 145-E, Part II as outlined in TxDOT Guidelines. Furthermore, the sulfate content and the treatment shall be verified in the field in accordance with project Quality Assurance Procedures and TxDOT specifications. 3.5 SITE SEISMIC DESIGN RECOMMENDATIONS For the purposes of seismic design, based on the encountered site conditions and local geology, PSI interpreted the subsurface conditions to satisfy the Site Class D criteria for use at this site as defined by the International Building Code (IBC). The site class is based on the subsurface conditions encountered at the soil borings, the results of field and laboratory testing, experience with similar projects in this area, and considering the site prepared as recommended herein. The table below provides recommended seismic parameters for the project based on the 2015 edition of the IBC. PAGE 8 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 TABLE 3.6: RECOMMENDED DESIGN SEISMIC PARAMETERS Seismic Parameter IBC 2012/2015 0.2 sec(Ss) 0.065g 1.0 sec(Si) 0.021g Site Coefficient 0.2sec, Fa 1.6 Site Coefficient 1.0 sec, Fv 2.4 0.2 sec(SDs) 0.069g 1.0 sec(SD1) 0.033g PAGE 9 Lon n DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 4.0 PAVEMENT DESIGN RECOMMENDATIONS 4.1 PAVEMENT DESIGN PARAMETERS PSI understands that the existing pavement will be removed, and new flexible or rigid pavements will be considered for this project. Therefore, pavement design recommendations for the provided truck load (provided by Mr. Bill De Anda with City of Corpus Christi) were developed based on anticipated soil support characteristics of pavement subgrades. PSI utilized the"AASHTO Guide for Design of Pavement Structures" published by the American Association of State Highway and Transportation Officials to evaluate the pavement thickness recommendations in this report. This method of design considers pavement performance, traffic, roadbed soil, pavement materials, environment, drainage and reliability. Each of these items is incorporated into the design methodology. Based on this information, PSI has provided recommended pavement sections for the pavements constructed on stable and properly prepared/compacted subgrades. Details regarding the basis for this design are presented in the table below. TABLE 4.1: PAVEMENT DESIGN PARAMETERS AND ASSUMPTIONS RIGID AND FLEXIBLE Reliability, percent 90 City of Corpus Christie (CCC) Infrastructure Manual Initial Serviceability Index, 4.2 CCC Infrastructure Manual Flexible Pavement Initial Serviceability Index, 4.5 CCC Infrastructure Manual Rigid Pavement Terminal Serviceability Index 2.5 CCC Infrastructure Manual Growth Rate 3% Assumed Design Life (years) 30 CCC Infrastructure Manual 18-Kip ESAL for Rigid 3,190,000 equivalent single axle Calculated from CCC provided Pavement loads (ESALs) load data 18-Kip ESAL for Flexible 2,040,000 equivalent single axle Calculated from CCC provided Pavement loads (ESALs) load data Standard Deviation, Flexible 0.45 CCC Infrastructure Manual Pavement Standard Deviation, Rigid 0.39 CCC Infrastructure Manual Pavement Concrete Compressive 4,000 psi Assumed Strength Load Transfer Coefficients 2.9 CCC Infrastructure Manual Subgrade California Bearing 4.0 for clay subgrade Assumed based on soil type Ratio(CBR) Subgrade Modulus of 75 for clay subgrade ASSHTO 1993 Subgrade Reaction, k in pci 100 for cement stabilized subgrade Asphaltic concrete pavements founded on top of expansive soils will be subjected to PVM soil movements estimated and presented in this report. These potential soil movements are typically activated to some degree during the life of the pavement. Consequently, pavements can be expected to crack and require periodic maintenance to reduce damage to the pavement structure. PAGE 10 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 Light duty areas include parking and drive lanes that are subjected to passenger vehicle traffic only and exclude entrance aprons and general and single access roadway drives to the parking lot area. Heavy duty areas include areas subjected to 18-wheel tractor trailers, including loading and unloading areas, and areas where truck turning, and maneuvering may occur. During the paving life, maintenance to seal surface cracks within concrete or asphalt paving and to reseal joints within concrete pavement should be undertaken to achieve the desired pavement life. Perimeter drainage should be controlled to prevent or retard influx of surface water from areas surrounding the paving. Water penetration leads to paving degradation. Water penetration into base or subgrade materials, sometimes due to irrigation or surface water infiltration leads to premature paving degradation. The curbs should extend at least 3 inches into the flexible base material for HMAC pavements and on top of the flexible base or cement stabilized subgrade for rigid concrete pavements. The City of Corpus Christi requires the base and subgrade to be extended beneath the curb and gutter and to 1' behind the Curb. In accordance with City Standard Spec 025612 (Concrete Curb and Gutter)there is a requirement for compaction behind the Curb within 48 hours of removing forms. Material specifications, construction considerations, and section requirements are presented in following sections. The presented recommended pavement sections are based on the field and laboratory test results for the project, local pavement design practice, design assumptions presented herein and previous experience with similar projects. The project Civil Engineer should verify that the ESAL and other design values are appropriate for the expected traffic and design life of the project. PSI should be notified in writing if the assumptions or design parameters are incorrect or require modification. 4.2 PAVEMENT SECTION RECOMMENDATIONS PSI understands that the traffic location at this location primarily consists of garbage trucks. PSI is providing pavement sections based on experience with similar facilities constructed on similar soil conditions for the design traffic loading anticipated. 4.2.1 FLEXIBLE PAVEMENT The proposed pavement replacement for this project may be constructed with flexible asphaltic concrete pavement. Recommendations for flexible asphaltic concrete pavement for roadways and parking areas are provided below. TABLE 4.2: FLEXIBLE PAVEMENT SECTION OPTIONS Material Option 1 Option 2 Option 3 Hot Mix Asphaltic Concrete, Type D 2" 2" 2" Hot Mix Asphaltic Concrete, Type B 3'/2" 3'/2" 3'/2" Import Flexible Base 15" 10" 9" Cement Stabilized Subgrade No No 9'/2" Geogrid No Yes No Compacted Subgrade 8" 8" No PAGE 11 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 4.2.2 RIGID PAVEMENT The proposed pavement replacement for this project may also be constructed with rigid concrete pavement. Recommendations for rigid concrete pavement for roadways and parking areas are provided below. TABLE 4.3: RIGID PAVEMENT SECTION OPTIONS Material Option 1 Option 2 Option 3 Portland Cement Concrete (JCP)* 10" 9" 9'/2" Asphalt Bond Breaker No 1" No Flexible Base 6" 6" No Cement Stabilized Subgrade No 8" 8" Compacted Subgrade 8" No No *Concrete JCP Assumes tied PCC Shoulders, curb or gutter. Reinforcing steel placed in center of top 1/3 of pavement section. 4.2.3 GENERAL PAVEMENT DESIGN AND CONSTRUCTION RECOMMENDATIONS TABLE 4.4: PAVEMENT DESIGN AND CONSTRUCTION RECOMMENDATIONS Minimum Undercut Depth 6 inches or as needed to remove l(otl Reuse Excavated Soils Must be free of roots and debris and meet material requirements of intended use Undercut Extent 2 feet beyond the paving limits Proof-roll with rubber-tired vehicle weighing at least 20 Exposed Subgrade Treatment tons.A representative of the Geotechnical Engineer should be present during roof-roll. Excavate to firmer materials and replace with Proof-Rolled Pumping and Rutting Areas compacted general or select fill under direction of a representative of the Geotechnical Engineer Cement Stabilization Per TxDOT Items 375 (min. 8% cement by dry weight) Microcracking required. Materials free of roots, debris, and other deleterious General Fill Requirements materials with a maximum rock size of 4 inches with a CBR greater than 3 Minimum General Fill Thickness As required to achieve grade (9" max. loose thickness) Geogrid must be Tensar TX-5 or engineer approved Geogrid alternate and should be leveled and smoothed prior to geogrid placement on compacted subgrade. Imported Flexible Base Requirements TxDOT Item 247, Type A, Grade 1 or 2 or Crushed Limestone Base Material Maximum Flexible Base Loose Lift Thickness 9 Inches Hot Mix Asphaltic Concrete TxDOT Item 340, Type D TxDOT Item 340, Type B Concrete Minimum Recommended Strength 4,000 psi (avg. 28-day comp. strength) Concrete JCP Reinforcement #3 at 12 inches o.c.e.w. in the top third of concrete layer PAGE 12 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 TABLE 4.5:COMPACTION AND TESTING RECOMMENDATIONS FOR PAVEMENT AREAS Density Test Percent Optimum Testing Location Material Method Soil Type Compaction Moisture Frequency Content Subgrade PI >_25 94%to 98% 0 to +4% 1 per 10,000 SF; General Fill Soil ASTM D 698 Pavement Low PI Material PI <25 >_95% 0 to+4% min. 3 tests Areas ASTM D 1557 Item 247 >_95% ±3% 1 per 5,000 SF; Base Material TEX-113-E Item 247 >_100% +2% min. 3 per lift Notes: Flexible Base for concrete pavement should be placed at>_95% D698 and within+3%of OMC 4.3 LIFE CYCLE COST ANALYSIS(LCCA) A 30-year life cycle cost analysis was performed for the recommended flexible and rigid pavement sections using RealCost 2.1 software. Realcost was developed by Federal Highway Administration (FHWA). This software provides a tool to perform LCCA for pavement selection in accordance with FHWA best practice methods. By considering all of the relevant costs incurred during the projected service life of each pavement option, this analytical process helps to identify the lowest overall cost option. For this project PSI estimated the cost of new construction, yearly maintenance and rehabilitation using TXDOT statewide low bid unit prices. The results of LCCA analysis can be found in the Appendix. The following table shows the summary of the analysis results. TABLE 4.6: LIFE CYCLE COST ANALYSIS-PAVEMENT OPTION TOTAL COST Flexible Pavement Total Cost Option 1 Option 2 Option 3 Agency Cost($1000)-Present Value/Lane-MILE 688 624 518 Rigid Pavement Total Cost Option 1 Option 2 Option 3 Agency Cost($1000)-Present Value/Lane-MILE 862 862 749 PAGE 13 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 5.0 CONSTRUCTION CONSIDERATIONS Geotechnical Engineer Involvement at the Time of Construction — Foundation pad preparation requirements on expansive clay sites depend on the soil moisture condition due to the prevailing climate at the time of construction in addition to the expansive properties of the clay. It is recommended that the foundation pad recommendations presented in this report be confirmed immediately prior to construction by a Geotechnical Engineer. Wetter climate conditions near the time of construction can lead to a significant reduction in pad preparation requirements which are often a substantial percentage of site development cost. Having a Geotechnical Engineer retained to review the earthwork recommendations in the Contract Documents and be an active participant in team meetings near the time of construction can often result in project cost savings. Therefore, PSI recommends that an AASHTO accredited 31d party laboratory with qualified professional engineers who specialize in geotechnical engineering be retained to provide observation and testing of construction activities involved in the foundations, earthwork, pavements and related activities of this project. As the Geotechnical Engineer of Record, PSI's services can be retained as the 31d party laboratory. PSI's participation would be advantageous to project flow and value engineering during construction. The geotechnical engineer can assess soil conditions at the time of construction more accurately by knowing the location of the pavements, planned landscaping, and drainage features often resulting in less risk and project cost savings. PSI cannot accept responsibility for conditions which deviate from those described in this report, nor for the performance of the foundations or pavements if not engaged to also provide construction observation and materials testing for this project. The PSI geotechnical engineer of record must also be engaged by the Design Team, even if periodic on-call testing is contracted with PSI Construction Services. 5.1 INITIAL SITE PREPARATION CONSIDERATIONS 5.1.1 SUBGRADE PREPARATION FOR SITE WORK OUTSIDE PAVEMENT AREAS Grade adjustments outside of the foundation pad and pavement areas can be made using select or general fill materials. The clean excavated onsite soils may also be reused in areas not sensitive to movement. TABLE 5.1:SUBGRADE PREPARATION FOR NON-STRUCTURAL-GENERAL FILL Minimum Undercut Depth 4 inches or as needed to remove roots, organic and/or deleterious materials Proof-roll subgrade with rubber tired 204on (loaded) Exposed Subgrade Treatment construction equipment Alternate Equipment can be used with Geotechnical Engineer Approval Excavate to firmer materials and replace with Proof-Rolled Pumping and Rutting Areas compacted general or select fill under direction of a representative of the Geotechnical Engineer Any clean material free of roots, debris and other General Fill Type deleterious material with a maximum particle size of 4 inches Maximum General Fill Loose Lift Thickness 8 inches PAGE 14 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 TABLE 5.2: FILL COMPACTION RECOMMENDATIONS OUTSIDE OF PAVEMENT AREAS Test Method plasticity Percent Optimum Testing Location Material for Density Index Compaction Moisture Frequency Determination Content Outside of PI >_25 94%to 98% 0 to +4% 1 per 10,000 SF; Pavement General Fill ASTM D 698 Areas PI <25 >_95% 0 to +4% min. 3 per lift 5.1.2 EXISTING SITE CONDITIONS The following table outlines construction considerations in consideration of demolition of existing structures, demolition of existing paving, procedures for abandoning old utility lines and removing trees. TABLE 5.3:CONSIDERATIONS FOR DEMOLITION Existing Structures Foundations of former structure(s) located below Impact of foundation of former structures should new structure be evaluated on a case by case basis Foundations for former structure(s)located below Cut off at least 3 feet below finished paving grade new paving Existing Pavement Former paving located within footing of proposed Remove concrete and/or HMAC surface course structure(s) and base entirely or review impact on case by case basis Former paving located within footprint of proposed Remove concrete and/or HMAC surface course new paving and evaluate if base can be reused Abandoned Utilities Utilities of former structure(s) located within new Remove pipe, bedding and backfill and then foundation pad/footprint of proposed structure replace with select fill placed using controlled compaction Utilities of former structure(s) located outside of Abandon in place using a grout plug foundation pad footprint Tree Removal Remove root system for full vertical and lateral Trees located near roadways, parking, and sidewalk extent and extend removal for at least 3 feet areas beyond presence of root fragments and replace void with compacted general fill or flowable fill 5.2 MOISTURE SENSITIVE SOILSIWEATHER RELATED CONCERNS Soils are sensitive to disturbances caused by construction traffic and changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils which become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. It will, therefore, be advantageous to perform earthwork, foundation, and construction activities during dry weather. A relatively all-weather compacted crushed limestone cap having a thickness of at least 6 inches should be provided as a working surface. PAGE 15 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 5.3 EXCAVATION OBSERVATIONS Excavations should be observed by a representative of PSI prior to continuing construction activities in those areas. PSI needs to assess the encountered materials and confirm that site conditions are consistent with those discussed in this report. This is especially important to identify the condition and acceptability of the exposed subgrades under foundations and other structures that are sensitive to movement. Soft or loose soil zones encountered at the bottom of the excavations should be removed to the level of competent soils as directed by the Geotechnical Engineer or their representative. Cavities formed as a result of excavation of soft or loose soil zones should be backfilled with compacted select fill or lean concrete. After opening, excavations should be observed and concrete should be placed as quickly as possible to avoid exposure to wetting and drying. Surface run-off water should be drained away from the excavations and not be allowed to pond. Excavations left open for an extended period of time(greater than 24 hours) should be protected to reduce evaporation or entry of moisture. 5.4 DRAINAGE CONSIDERATIONS Water should not be allowed to collect in foundation excavations, on foundation surfaces, or on prepared subgrades within the construction area during or after construction. Proper drainage around grade supported sidewalks and flatwork is important to reduce potential movements. Excavated areas should be sloped toward one corner to facilitate removal of collected rainwater, groundwater, or surface runoff. Providing rapid, positive drainage away from the pavement reduces moisture variations within the underlying soils and will aid in reducing the magnitude of potential movements. 5.5 EXCAVATIONS AND TRENCHES It should be noted that excavation equipment capabilities and field conditions may vary. Geologic processes are erratic and large variations can occur in small vertical and/or lateral distances. Details regarding "means and methods" to accomplish the work (such as excavation equipment and technique selection) are the sole responsibility of the project contractor. The comments contained in this report are based on small diameter borehole observations. The performance of large excavations may differ as a result of the differences in excavation sizes. The Occupational Safety and Health Administration (OSHA) Safety and Health Standards (29 CFR Part 1926, Revised October 1989), require that excavations be constructed in accordance with the current OSHA guidelines. Furthermore, the State of Texas requires that detailed plans and specifications meeting OSHA standards be prepared for trench and excavation retention systems used during construction. PSI understands that these regulations are being strictly enforced, and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and Federal safety regulations. PSI is providing this information as a service to the client. PSI does not assume responsibility for construction site safety or the contractor's or other parties' compliance with local, state, and Federal safety or other regulations.A trench safety plan was beyond the scope of our services for this project. PAGE 16 In DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Proposed Cefe Valenzuela Landfill Scale House Pavement Repair PSI Project No:0312-2151 FM 2444&CR 20 in Corpus Christi, Texas November 23,2020 6.0 REPORT LIMITATIONS The recommendations submitted in this report are based on the available subsurface information obtained by PSI and design details furnished by the client for the proposed project. If there are revisions to the plans for this project, or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional Geotechnical Engineering practices in the local area. No other warranties are implied or expressed. This report may not be copied without the expressed written permission of PSI. After the plans and specifications are more complete, the Geotechnical Engineer should be retained and provided the opportunity to review the final design plans and specifications to check that the engineering recommendations have been properly incorporated in the design documents. At this time, it may be necessary to submit supplementary recommendations. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. This report has been prepared for the exclusive use of City of Corpus Christi Department of Engineering Services for specific application to the proposed Cefe Valenzuela Landfill Scale House Pavement Repair to be constructed at FM 2444 & CR 20 in Corpus Christi, Texas. PAGE 17 Lon n DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F intertek APPENDIX PAGE 18 In DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F �r Op I >I Cefe Valenzuela Landfill Scale U1tC'ftC�lC 810 S.Padre Island Dr. Corpus Christi,Texas 78416 Site Vicinity Map House Pavement Repair ton(210)854-4801 PSI Project No.: 0312-2151 FM 2444&CR 20 Corpus Christi Texas DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F u'I uu mY 6gl I it II 4ill'V � �YIf� � fuilV la I m um�I I IIS;a uuuuuuil ul ��h� �I uuullil,'Qiul IQ p u lu BYr� c�� c ' uVu I / a d I '1ff°r�s;✓ri IST%f/////,�Il/l / fiiVl�ia,„� r is f / � , //lj IQI((�Ilrlfi(in°il°i Glff li la 1" l,lit/f r 11 1�jr 1 / U� i1 i� �II iVllll �/J r��fJf�////�/` p �j!"/ � j I JliiiiilCiilll IIVIIIIIIIIIIIIIII w roma ul I �ullhllllllll IIIIIII� IIIIIIIII Cefe Valenzuela Landfill Scale U1tC'ftC�lC 810 S.Padre Island Dr. Corpus Christi,Texas 78416 Boring Location Plan House Pavement Repair ton(210)854-4801 PSI Project No.: 03012-2151 FM 2444&CR 20 Corpus Christi Texas DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F intertek Boring Logs nl DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Cefe Valenzuela Landfill Scale House Pavement Repairs FM 2444 & CR 20 Corpus Christi Project No. 0312-2151 BORING B-1 LOCATION: Lat:27.6347°,Long:-97.5695° U 0 Q HAND PEN(TSF) 0 UNC CMP(TSF)0- U) LL 0 v) w o *k ces g �_ 2.0 4.0 6.0 p 3 F W 0_' Z W C7 H-W U 0co J X U LL J W �W Z Z `-' W J UW LL } d SOIL DESCRIPTION ¢ d W o � o U o LL Co g Q U)Z F C) U)0 PL WC LL z t:, o v W U) < o o W a U)) ~> a U) g- ���� o Z m Elevation: o a J d d 20 40 60 4 inches Asphalt, 11 inches Base 1-0 .: CLAYEY SAND with GRAVEL(SC), 27 33 10 . ...... ...... ...... . . . . —— loose,brown \ SANDY LEAN CLAY(CL),stiff,dark brown 18 67 25 14 12 k:.................. .......... __ FAT CLAY(CH),stiff to very,brown 5 22 t �.............. ......... 34 93 80 23 57 111.38114 I -- I ..:..:..:....:.. .I.....:..:..:.. ..:..:.:.. -- I .....:..................:..:..:.. .:..:.:.. 32 8 10 15 20 N -- ................'.......'.... ......... N 6 — F 0 ..:..:..:....:..:..:..... ...... ......:.. (D ...... .................... ......... F ~ —— W z .:.....:.......:.......................... .:.... Z W 07 0 25 z -- O ..:..:..:....:..:..:....:..:..:.. ..:..:.:.. z z .;..: .... ..: ..:......:...... .;.. 0 o ........ .......................... .... Cn — Cn ..:..:..:....:..:..:....:..:..:.. ..:..:.:.. LU O —— LU C7 [30 COMPLET ON DEPTH: 10.0 Feet DEPTH TO GROUND WATER DATE: 9/10/20-9/10/20 SEEPAGE(ft.): None Encountered "tertek END OF DRILLING(ft.): None Encountered DELAYED WATER LEVEL(FT):N/A DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Cefe Valenzuela Landfill Scale House Pavement Repairs FM 2444 & CR 20 Corpus Christi Project No. 0312-2151 BORING B-2 LOCATION: Lat: 27.6349°,Long:-97.5686° U 0 Q HAND PEN(TSF) 0 UNC CMP(TSF)0- U) LL 0 v) W o *k ces g �_ 2.0 4.0 6.0 p 3 F W 0_' Z W C7 i2 W U 0co J X U LL J W �W Z Z `-' W J UW LL } d SOIL DESCRIPTION ¢ d W o � o U o LL Co g Q U)Z F C) U)0 PL WC LL z t:, o v W U) < o o W a U)) ~> a U) g- ���� o Z m Elevation: o a J d d 20 40 60 4 inches Asphalt, 11 inches Base 17 67 9 40 13 28 SANDY LEAN CLAY(CL),stiff, brown - . .:.... . . ..................... LEAN CLAY with SAND(CL),very stiff, \ brown 24 78 -- : : . . . .....�: FAT CLAY(CH),stiff to very stiff,dark 5 brown 35 93 85 23 62 \X 1.45113 -- I 34 30 91 85 21 64 10 15 20 N -- ................'.......'.... ......... N 6 — F 0 ..:..:..:....:..:..:.... ...... ......:.. . F ~ —— W Z .:............................ .:.... Z W __ 07 0 25 z —— O ..:..:..:....:..:..:....:..:..:.. ..:..:.:.. z z .;..: .... ..: ..:......:...... .;.. 0 0 v — Cn ................................. .......... LU O —— w C7 [30 COMPLET ON DEPTH: 10.0 Feet DEPTH TO GROUND WATER DATE: 9/10/20-9/10/20 SEEPAGE(ft.): None Encountered "tertek END OF DRILLING(ft.): None Encountered DELAYED WATER LEVEL(FT):N/A DocuSign Envelope ID:98C4207 A= y 1 VI=tyiyI.� $ tF/7r-FIm) SYMBOLS USED ON LOGS ROCK CLASSIFICATION CONSISTENCY OF COHESIVE SOILS ROCK QUALITY CONSISTENCY N-VALUE SHEAR STRENGTH HAND PEN VALUE RECOVERY DESIGNATION IRQDI (Blows/Foot) (tsf) (tsf) Very Soft 0 TO 2 0 TO 0.125 0 TO 0.25 DESCRIPTION OF %CORE DESCRIPTION OF ROCK ROD Soft 2 TO 4 0.125 TO 0.25 0.25 TO 0.5 RECOVERY RECOVERY QUALITY Firm 4 TO 8 0.25 TO 0.5 0.5 TO 1.0 Incompetent <40 Very Poor(VPo) 0 TO 25 Competent 40 TO 70 Poor(Po) 25 TO 50 Stiff 8 TO 15 0.5 TO 1.0 1.0 TO 2.0 Fairly Continuous 70 TO 90 Fair(F) 50 TO 75 Very Stiff 15 TO 30 1.0 TO 2.0 2.0 TO 4.0 Continuous 90 TO 100 Good(Gd) 75 TO 90 Hard >30 >2.0 OR 2.0+ >4.0 OR 4.0+ Excellent(Exlnt) 90 TO 100 SOIL DENSITY OR CONSISTENCY DEGREE OF PLASTICITY OF COHESIVE SOILS DENSITY CONSISTENCY THD DEGREE OF PLASTICITY SWELL POTENTIAL (GRANULAR) (COHESIVE) (BLOWS/FT) FIELD IDENTIFICATION PLASTICITY INDEX(PI) Very Loose(VLo) Very Soft(VSo) 0 TO 8 Core(height twice diameter)sags under None or Slight 0 to 4 None own weight Core can be pinched or imprinted easily Low 4 to 20 Low Loose(Lo) Soft(So) 8 TO 20 with finger Medium 20 to 30 Medium Slightly Compact Stiff(St) 20 TO 40 Core can be imprinted with considerable (SICmpt) pressure High 30 to 40 High Compact(Cmpt) Very Stiff(VSt) 40 TO 80 Core can only be imprinted slightly with fingers Very High >40 Very High Dense(De) Hard(H) 80 TO 5"/100 Core cannot be imprinted with fingers but can be penetrated with pencil Very Dense(VDe) Very Hard(VH) 5"/100 to 011/100 Core cannot be penetrated with pencil BEDROCK HARDNESS MOISTURE CONDITION OF COHESIVE SOILS MORHS' CHARACTERISTICS EXAMPLES APPROXIMATE THD SCALE PEN TEST DESCRIPTION CONDITION Sandstone,Chert,Schist,Granite, Very Hard 0"to Absence of moisture,dust 5.5 to 10 Rock will scratch knife Gneiss,some Limestone (VH) 2"/100 y' DRY dry to touch 3 to 5.5 Rock can be scratched Siltstone,Shale,Iron Deposits,most Hard(H) 1"to with knife blade Limestone 5"/100 Damp but no visible water MOIST 1 to 3 Rock can be scratched Gypsum,Calcite,Evaporites,Chalk, Soft So 4 to Visible free water WET with fingernail some Shale ( ) 6"/100 RELATIVE DENSITY FOR GRANULAR SOILS SAMPLER TYPES SOIL TYPES APPARENT SPT CALIFORNIA MODIFIED CA. RELATIVE DESNITY (BLOWS/FT) SAMPLER SMAPLER DENSITY(%) (BLOWS/FT) (BLOWS/FT) Very Loose 0 to 4 0 to 5 0 to 4 0 to 15 NO TXDOT SHEILBY CLAY(CL) CLAY(CH) STILT Loose 4 to 10 5 to 15 5 to 12 15 to 35 SAMPLE CONE TUBE Medium Dense 10 to 30 15 to 40 12 to 35 35 to 65 �S Dense 30 to 50 40 to 70 35 to 60 65 to 85 LIMESTONE SHALE SANDSTONE NO ROCK, SPLIT ° Very Dense >50 >70 >60 85 to 100 RECOVERY CARE SPOON ABBREVIATIONS I�I SAND GRAVEL FILL PL—Plastic Limit QP—Hand Penetrometer AUGER " ; LL—Liquid Limit Qu—Unconfined Compression Test 0 �%• p: WC—Percent Moisture UU—Unconsolidated Undrained Triaxial SAMPLE ; V WATER SEEPAGE Note:Plot Indicates Shear Strength as Obtained By Above Tests ASPHALT CONCRETE CHALK WATER LEVEL AT END OF DRILLING CLASSIFICATION OF GRANULAR SOILS U.S.STANDARD SIEVESIZE(S) 6" 3" 3/4" 4 10 40 200 I SAND BOULDERS COBBLES COARSE GRAVELFINE COARSE MEDIUM FINE SILT OR CLAY CLAY Lon R 152 76.2 19.1 4.76 2.0 0.42 0.074 0.002 Y 1 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Project Name Cafe Valenzuela Provide By: Pegah Rajaei Date: 10/13/2020 Option: 1 ESAL W18= " 4,124,183 Pass R= 90 ZR= -1.282 So= 0.39 t= 10 inches Po= 4.5 Pe= 2.5 S',= 497 psi 2.9 Cd= 1 E�= 3,780,952 psi k= 75 pci f'�= 4,400 psi Passanger Car Four-Axle Single Unit Truck SingleAxle Thandem Axle SingleAxle ThrldemAxle log(Wtx/Wt18) 3.3899 log(Wtx/Wt18) 5.5002 log(Wtx/Wt18) 0.2213 log(Wtx/Wt18) -0.0719 Gt -0.1761 Gt -0.1761 Gt -0.1761 Gt -0.1761 Bx 1.0000 Bx 1.0000 Bx 1.0141 Bx 1.0367 B18 1.0251 B18 1.0251 B18 1.0251 B18 1.0251 Lx 2.5 LX 0.0 Lx 16.0 LX 40.0 L2 1.0 L2 2.0 L2 1.0 L2 3.0 ELF 0.0004 ELF 0.0000 ELF 0.6008ELF 1.1801 #axle 2.01#axle 0.0#axle 1.0#axle 1.0 single I 0.0008 Thandem 1 0.0000 single I 0.6008 Thandem 1 1.1801 Required EASE Required EASL EALF/Car 0.0008 EALF/Car 1.780814986 day/week 7 day/week 7 years 30 years 30 truck/day=np 0 truck/day=np 210 Directional 0.5 Directional 0.5 Distribution(D) Distribution(D) Growth Rate(G) 0.03 Growth Rate(G) 0.03 Growth Factor 1.6 Growth Factor 1.6 Lane Distribution 1 Lane Distribution 1 ni 0 Ini 1,791,273 EASL 0.00 EASL 3,189,925.87 Total Required EASL 3,189,925.87 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Project Name Cafe Valenzuela Provide By: Pegah Rajaei Date: 10/13/2020 Option 2 ESAL W18= " 3,339,484 Pass R= 90 ZR= -1.282 So= 0.39 t= 9 inches Po= 4.5 Pe= 2.5 S',= 497 psi 2.9 Cd= 1 E�= 3,780,952 psi k= 300 pci f'�= 4,400 psi Passanger Car Four-Axle Single Unit Truck SingleAxle Thandem Axle SingleAxle ThrldemAxle log(Wtx/Wt18) 3.3849 log(Wtx/Wt18) 5.4951 log(Wtx/Wt18) 0.2192 log(Wtx/Wt18) -0.0698 Gt -0.1761 Gt -0.1761 Gt -0.1761 Gt -0.1761 Bx 1.0000 Bx 1.0000 Bx 1.0315 Bx 1.0821 B18 1.0562 B18 1.0562 B18 1.0562 B18 1.0562 Lx 2.5 LX 0.0 Lx 16.0 LX 40.0 L2 1.0 L2 2.0 L2 1.0 L2 3.0 ELF 0.0004 ELF 0.0000 ELF 0.60371 ELF 1.1744 #axle 2.01#axle 0.0#axle 1.01#axle 1.0 single I 0.0008 Thandem 1 0.0000 single I 0.6037 Thandem 1 1.1744 Required EASE Required EASL EALF/Car 0.0008 EALF/Car 1.778119547 day/week 7 day/week 7 years 30 years 30 truck/day=np 0 truck/day=np 210 Directional 0.5 Directional 0.5 Distribution(D) Distribution(D) Growth Rate(G) 0.03 Growth Rate(G) 0.03 Growth Factor 1.6 Growth Factor 1.6 Lane Distribution 1 Lane Distribution 1 ni 0 Ini 1,791,273 EASL 0.00 EASL 3,185,097.60 Total Required EASL 3,185,097.60 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Project Name Cafe Valenzuela Provide By: Pegah Rajaei Date: 10/13/2020 Option: 3 ESAL W18= " 3,397,666 Pass R= 90 ZR= -1.282 So= 0.39 t= 9.5 inches Po= 4.5 Pe= 2.5 S',= 497 psi 2.9 Cd= 1 E�= 3,780,952 psi k= 125 pci f'�= 4,400 psi Passanger Car Four-Axle Single Unit Truck SingleAxle Thandem Axle SingleAxle ThrldemAxle log(Wtx/Wt18) 3.3879 log(Wtx/Wt18) 5.4982 log(Wtx/Wt18) 0.2205 log(Wtx/Wt18) -0.0711 Gt -0.1761 Gt -0.1761 Gt -0.1761 Gt -0.1761 Bx 1.0000 Bx 1.0000 Bx 1.0208 Bx 1.0544 B18 1.0372 B18 1.0372 B18 1.0372 B18 1.0372 Lx 2.5 LX 0.0 Lx 16.0 LX 40.0 L2 1.0 L2 2.0 L2 1.0 L2 3.0 ELF 0.0004 ELF 0.0000 ELF 0.60191 ELF 1.1778 #axle 2.01#axle 0.0#axle 1.01#axle 1.0 single I 0.0008 Thandem 1 0.0000 single I 0.6019 Thandem 1 1.1778 Required EASE Required EASL EALF/Car 0.0008 EALF/Car 1.779694289 day/week 7 day/week 7 years 30 years 30 truck/day=np 0 truck/day=np 210 Directional 0.5 Directional 0.5 Distribution(D) Distribution(D) Growth Rate(G) 0.03 Growth Rate(G) 0.03 Growth Factor 1.6 Growth Factor 1.6 Lane Distribution 1 Lane Distribution 1 ni 0 Ini 1,791,273 EASL 0.00 JEASL 3,187,918.39 Total Required EASL 3,187,918.39 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Project Name Cafe Volenzuelo Provide By: Pegoh Rojoei Date: 10/13/2020 Option: 1 ESAL Layer Material Type Elastic Modulus Thickness Layer Drainage SN (psi) in Coefficient ai Coefficient W'a je 2,277,303 Pass HMA Asphalt 350,000 5.5 0.4 1 2.2 SN= 4.30 FB Flex Base 30,000 15.0 0.14 1 2.10 R= 90 % CSS Cement Stabilized 18,000 0.0 0.08 1 0.00 So= 0.45 TX5 Geo rid NA 0.0 0.80 1 0.00 Po= 4.2 Soil Natural Soil 6,000 200 - - - pt= 2.5 ZR= -1.282 M,= 6,000 CBR= 4.0 Passenger Car Four-Axle Single Unit Tuck SingleAxle Thandem'Axle Single Axle ThridemAxle Iog(Wtx/Wtl8) 3.3780log(Wtx/Wtl8) 5.8448log(Wtx/Wtl8) 0.1992log(Wtx/Wtl8) 0.2956 Gt -0.1761 Gt -0.1761 Gt -0.1761 Gt -0.1761 Bx 0.4008 Bx 0.4000 Bx 0.5330 Bx 0.4766 B18 0.5905 B18 0.5905 B18 0.5905 B18 0.5905 LX 2.5 LX 0.0 LX 16.0 LX 40.0 L2 1.0 L2 2.0 L2 1.0 L2 3.0 ELF 0.0004 ELF 0.0000 ELF 0.6321 ELF 0.5063 4 axle 2.0 4 axle 0.0 4 axle 1.0 4 axle 1.0 single 0.0008 Thandem 0.0000 single 0.6321 Thandem 0.5063 Required EASL Required EASL EALF/Car 0.000837558 EALF/Car 1.138361055 day/week 0 day/week 7 years 30 years 30 truck/day=no 1047 truck/day=no 210 Directional 0.5 Directional 0.5 Distribution(D) Distribution(D) Growth Rate(G) 0.03 Growth Rate(G) 0.03 Growth Factor 1.6 Growth Factor 1.6 Lane Distribution 1 Lane Distribution 1 ni 0 ni 1,791,273 EASL 0.00 EASL 2,039,115.46 Total Required EASL 2,039,115.46 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Project Name Cafe Volenzuelo Provide By: Pegoh Rojoei Date: 10/13/2020 Option: 3 ESAL Layer Material Type Elastic Modulus Thickness Layer Drainage SN (psi) in Coefficient ai Coefficient W'a je 2,092,099 Pass HMA Asphalt 350,000 5.5 0.4 1 2.2 SN= 4.24 FB Flex Base 30,000 9.0 0.14 1 1.26 R= 90 % CSS Cement Stabilized 18,000 9.5 0.08 1 0.78 So= 0.45 TX5 Geo rid NA 0.0 0.80 1 0.00 Po= 4.2 Soil Natural Soil 6,000 200 - - - pt= 2.5 ZR= -1.282 M,= 6,000 CBR= 4.0 Passenger Car Four-Axle Single Unit Truck Single Axle Thandem Axle Single Axle Thrldem Axle Iog(Wtx/Wtl8) 3.3727log(Wtx/Wtl8) 5.8394log(Wtx/Wtl8) 0.1985log(Wtx/Wtl8) 0.2936 Gt -0.1761 Gt -0.1761 Gt -0.1761 Gt -0.1761 Bx 0.4009 Bx 0.4000 Bx 0.5405 Bx 0.4810 B18 0.6012 B18 0.6012 B18 0.6012 B18 0.6012 LX 2.5 LX 0.0 LX 16.0 LX 40.0 L2 1.0 L2 2.0 L2 1.0 L2 3.0 ELF 0.0004 ELF 0.0000 ELF 0.6332 ELF 0.5086 4 axle 2.0 4 axle 0.0 4 axle 1.0 4 axle 1.0 single 0.0008 Thandem 0.0000 single 0.6332 Thandem 0.5086 Required EASL Required EASL EALF/Car 0.000847785 EALF/Car 1.141786155 day/week 0 day/week 7 years 30 years 30 truck/day=no 1047 truck/day=no 210 Directional 0.5 Directional 0.5 Distribution(D) Distribution(D) Growth Rate(G) 0.03 Growth Rate(G) 0.03 Growth Factor 1.6 Growth Factor 1.6 Lane Distribution 1 Lane Distribution 1 ni 0 ni 1,791,273 EASL 0.00 EASL 2,045,250.75 Total Required EASL 2,045,250.75 DocuSign Envelope ID:98C4207C-6230-4lC1-8588-lA4EDA5EFF7F Project Name Cafe Volenzuelo Provide By: Pegoh Rojoei Date: 10/13/2020 Option: 2 ESAL Layer Material Type Elastic Modulus Thickness Layer Drainage SN (psi) in Coefficient ai Coefficient W'a je 2,277,303 Pass HMA Asphalt 350,000 5.5 0.4 1 2.2 SN= 4.30 FB Flex Base 30,000 10.0 0.14 1 1.40 R= 90 % CSS Cement Stabilized 18,000 0.0 0.08 1 0.00 So= 0.45 TX5 Geo rid NA 1.0 0.70 1 0.70 Po= 4.2 Soil Natural Soil 6,000 200 - - - pt= 2.5 ZR= -1.282 M,= 6,000 CBR= 4.0 Passenger Car ' Four-Axle Single Unit Truck SingleAxle Thandem'Axle Single Axle ThridemAxle Iog(Wtx/Wtl8) 3.3780log(Wtx/Wtl8) 5.8448log(Wtx/Wtl8) 0.1992log(Wtx/Wtl8) 0.2956 Gt -0.1761 Gt -0.1761 Gt -0.1761 Gt -0.1761 Bx 0.4008 Bx 0.4000 Bx 0.5330 Bx 0.4766 B18 0.5905 B18 0.5905 B18 0.5905 B18 0.5905 LX 2.5 LX 0.0 LX 16.0 LX 40.0 L2 1.0 L2 2.0 L2 1.0 L2 3.0 ELF 0.0004 ELF 0.0000 ELF 0.6321 ELF 0.5063 4 axle 2.0 4 axle 0.0 4 axle 1.0 4 axle 1.0 single 0.0008 Thandem 0.0000 single 0.6321 Thandem 0.5063 Required EASL Required EASL EALF/Car 0.000837558 EALF/Car 1.138361055 day/week 0 day/week 7 years 30 years 30 truck/day=no 1047 truck/day=no 210 Directional 0.5 Directional 0.5 Distribution(D) Distribution(D) Growth Rate(G) 0.03 Growth Rate(G) 0.03 Growth Factor 1.6 Growth Factor 1.6 Lane Distribution 1 Lane Distribution 1 ni 0 ni 1,791,273 EASL 0.00 EASL 2,039,115.46 Total Required EASL 2,039,115.46 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F Probabilistic Lift CY.I.C..t A-1y.i.W.-h— r C.. 2 .1-- $ AI(en1'Ig —"C. C.. ($1M 92 U 99 1 81onEM I ooa8¢ Ie10IWZUI I W 99 1 WO]I I ooa8¢ Ie10'Lail I W 99 22 MEE ME' !A A—, A-ICOI —COI A—, II$ej"oI A,,nll,,,Co ($1 A jl,�I ILIC I A 1;1 C' I —mj �413 90 �405 10 �—O 2122 $1 51 �1 50 �1 50 1 00 2023 $1 50 $1 50 $1 50 1 $1 00 Expenditure Agency C..t $1 50 $1 50 $1 00 $1 00 1 2025 1 50 2- $1 50 $11 50 $11 50 $11 00 $11 00 $11 0 $1 50 $1 50 $1 50 $1 00 $1 00 1 2- 1 00 1 00 1 "1 $1 50 $1 50 $1 00 1 $ 2031 ..00 20 00 �1 50 1 00 �1 00 N �1 01 2032 �1 50 �1 50 �1 50 �1 00 1 00 V . 2033 1 00 1 00 2034 $1 00 $1 00 H35 w �1 00 00 2- $1 50 $1 50 $1 50 $1 00 $1 00 00 H3� �150 —�1 00 1 00 1 00 1 00 1 00 —F,7 t —5 —At T t 7e 2040 $1 50 $1 50 $1 50 $1 00 $1 00 $1 00 --Fff— =0 0 2043 $1 50 $1 50 $1 50 $1 00 $1 00 $1 00 Expenditure U..r Cost �1 50 �1 50 �1 50 -40 40 �1 50 �1 50 1 00 �$11 50 00 00 1 0 0 0 —1—2 5 D---t,R—It, 1 tlr 1 1 1/2M20 DocuSign Envelope ID:98C4207C-6230-41C1-8588-1A4EDA5EFF7F CONSUIiAMY SHEET A SOn POf-OCiO J'OUn[y � PRNECI NO 1B10009B IIIL.� III IIIII III � N III L.. n KR III:: / °�. �. I � g " H� NUECES BAY Ca o �Y \ GRAPHIC MAP SCALE53 ig =�7 g Z a aL CORPUS CHRISTI BAY s Z F1 FFF ff °° �F e� �� / SHEET INDEX sNEEr No. sr+EEr TITLE �OEIT 11EET v F o 4 °ENERAE N°TEs e °�,�ITN SPIE AlZI } PROJECT LOCATION sTD 11 s °=TlSNs AHEA"PHITPOSE°SITE DEAN ,I H °PEITANITNS AHEA PITITP°sE°III PUN-PHASE, F1 I 9 °PEITARINS AHEA PITITP°�SITE PUN-P PROJECT FOR r° 'AN AmlAE mN,a°E °imc PUN a oa w I DEPARTMENT OFENGINEER/NG SERVICES ++ S,oHM wATEH P°EE°,SON PHENENTIoN PUN z� �r F CEFE F. VALENZUELA LANDFILL WATER`°"°"°"PHE°`""°"PUN"°,Es Q w w w I-1 NATIR P°E+US PHENENT,ITN PUN NOTE' P SCALE HOUSE PAVEMENT REPAIRS ,< CINCI IE PA`ENT- PRENENOU °E'""s N 0 w a w FY2021 s PANEENI DERILENI-So�N,UVOE �' w > CITY PROJECT No.21034LL +r PAVEMENT DE ,ES z z ,Ao re CAmaEVER su°E SAIF °ERRS w PREPARED RY w a U U Hanson Professional Services Inc. 4501 Gollihar Rd. CALL BEFORE YOU DIG! Corpus Christi,Texas 78411 + gq+P� SIR ISI n°„�°� a .N°N 11 361-814-9900seen 1 a+ 1s TBPELS ENGINEERING F-417 SURVEY F-10039500 811 ,1p}m _`=o ozo�,�,.�o RELEASED FOR ^ .sw+” 9/02/21 RECORD DAAW]NC NO TBPG F-50556 THE LONESTAR carvsaocnoN: NOTIf7_AT10N COMPANY Diierlor Or E�g��een�g Se.v�res cafe ° AT 1-800-669-8349 — �' CM➢ROIEC)�'21031 DocuSign Envelope ID'.98C4207C-623041C1-8588-1A4EDA5EFFIF —.r5 SEET A. 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THE coNTEAc,oE NCreETE 4 III a¢m HNALLEL 02 55 L 1HILL1,FE C NIT DE MEASDreED Eore EAY DDT NOLL DE EDNs�DEreED EDDs�D�re.T1 DT"Ere-11, "E'°" rom E=/wre�L<.w DeA) re D(DN1aE�NED<o PEE re DA�� D �lu� x D WRD APs U o PEI 11.IF p c PEI I E.1 ANY ADusMEM,A,EOD�E�CA,�oNO'POLL DEBE NE PONIBLE FOA"'F`TMENTSIN P—E CT s,NLECT TD 1-011L BE MAYDE EEou�EED DUE,o coNa�c,N. k i PAs,E ryLP« - E s mug-m-PiacE) N - U D NDUEMDCR 2P,20�D_TUE REPOS,11 EMEMALL, PA.IF _ o wauDED m APPENDM L of THE coNTEACT DocuuENTs. N �E/FooT� ro E.1IN D GFMINT . PROJECT SEQUENCE: ,E PAv SYMBOLS DN 1)CNDEA(,(2a n , 1.—TEACYDE s"ALL—PLETE,"E—K usND TIE F.L—IN.s4DUENCE. us(D EAM)Rsrrecrvcr"p x za DAO - SECTION DETAIL INDICATORS "T N 2 iMPLCMELL—N of,"E soreM WEI POLLVLiaN PreEVENTi-IFIN wMP 2111 NY ore DAY 3 PNANE,s PtiasE z TEArnc coweo(Pv.Nrn a sER�IN D DreE�oN DM ow IF (DY �o.,�oN M°N THEreE-,En Fore ENLureEs ESELPEANE THENM�NauDED z w E SECTION CUTS z m INCLIADN of E,EMPOEAPF—Ell EOED AND'AL LF ELA..N-L DE CONINEEED NUDs�DIEFF T.THE reP ENOD a w KNEE,IEEEIENCEN W,NHEN PE .CM1WS.N A PEEMo111 FEETED EECT�oN.,NE o�,Y MAY 1EDEE EE-,ESN Al NEOEIIAEY. w z LE 1%OPEN'lEllPLEEA IDE F�11�BlolMIINIIE"IND El'EIA IolE"T TOP FLAT DEE"E, 04R cin is smovm o z Q NFIAO iBy BETTED D�rAT�oN E,w w ENANNAND FILEE wITI-IN of A,EMPOEAEY AllEllHOLL OF-PATE LOAN AND ELNAN-L BE SECTION TITLE >D w �NADEreEDOFF A,'o,NE,.P_ O �1N�N NN. 'EEL ANEIE 1EE,I1N 11 DAN s iev"Nu�"eERi.�.N DETAIL TITLE s EET EEEEEENc N DETAIL 11 D— s 5 SHO 3 0/ 18 RRYlflO ONWIYO tri �a SLF 141 m- � CRY PR02Ci/]IOJ9 D,,,Sign Envelope ID'.98C4207C-623041C1-8588-1A4EDA5EFFIF � COASui r5 SIEFr G PR0.KCr M.IbLOl99 V " ,, �„�;,s—.•' 600 300 600 1200 0""MA t "" -�, Ar u.=.g ,:'E"" ..a-:'",.:`" '-p •�' .Vr.' " V EXISTING R df ' GRAPHIC SCALE IN FEET V I " ( ,TO LANDFILL j l �+ :"%,.ENTRANCE POND NoJ EXISTING R 4 �, ATC.R.20 SE 0IH OF 1A T ,Vr" T ISTING Am .. w'�` EXISTING LEGEND-EXISTING SECTOR 4A 1 o c EXISTING � LANDFILL PROPERTY 11NE vo I� SECTOR 1C SECTOR 4B A✓"`AREAFIL i r f• � �� SECttIR OURINE v 1 r EXISTING SECTOR 3D — �v FUTURE IT r i S U c .. d? SECTOR 2A ING �� 1 SECTOR 3CtQ c c � 4� ✓ s m o- $� EXISTING �hV;' Q ` R / /// x,i' •. t POND N I7 n i " f ❑ E \�1 'f FUTURE TL, ''� r�� EXISTING 2eAcr+ATE SECTOR 3B "'�.1 y ///�,' EVAPORATION PONDS n FUTURE fiCi d , FUTURE S^"�secTOR 3A /'J �- ,u�" / ,r o z I SECTOR 2B� X� �l /� r^"� EXISTING SITE PERIMETER FENCE Ok/ y FUTURE SECTOR , ` N 4 W J a ZO a rf t SII Q ren n IF EXISTING Q POND No.3 = O / www u vraT a ar ra 4 SLF 141 DocUSigP Envelope ID'.98C4207C-623O41C1-8588-1A4EDA5EFFIF ZO CdYSIYGNTS SHRs 00 � PnartxT xG reuaase '000 / 50138) w'•'p+ m F* 50139 / L E%'SANG CITY OF C.C. HOT MIX ASPHALT CONCRETE ��� U WATER STORAGE TANKS, \\ (MPROXIMAIE LOCATION) S PAVEMENT SURFACE(TYP.) } `CON-01'S—OWN YPRO SEE NOTE I THIS SHEET. (INCLUDING RAMPS) (TO BE COORDINATED WITH OWNER) / 1 HOUSE ENTRANCE SIGN / O c POWER POLE r a m w z o ' 3 u xw i w att 0 H USE ENTRA{!CE CATS n-s�N LL - ar «IEE€ o CAMERA Po n.�`oaa o xvcT@R a b % ____e_____s_ 50140 a,a� D _ u uc a W H EPPROYEIUAW I.O."11011 3 U G s VIP A ATR �I 10 wnsP+RSllRE CREW �/(��;III aQ c DING 3 s SAN. 0.50%UO Q s'sl®0.509 a a \>t'iIIU Ci O o U j OWER POLE r o { I � I NS g �Of zQ HORIZONTAL AND VERTICAL CONTROL POINTS g w m /Elf k If Il`A I11N U-1 F A EGEND: CIF'I:SIXflI1C1 fXf(II PLANT COORDINATE N] y EXISTING COMOURS '� EXISTING VALVE AND VALVE BOX UZj n z NO. NORTHING FASTING ELEVATION DESCRIPTION Z NU — — +— EXISTING DOUBLE CLEAN-OUT(DCO) > EXISTING MANHOLE 50138 5774.66 6509.82 47.92 SET IRON ROD > N EXISTING DRAINAGE SWPLE EXISTING ASPHALTIC CONCRETE PAVEMENT LL O EXISTING uGHT PDLE 50139 5718.60 6206.95 47.09 SET IRON ROD LL J ED W EXIIN CONTROL POINT 50140 5447.02 6161.05 44.36 SET IRON ROD EXISTSTINGG FLAT BOTTOM CHANNEL PERIMETER FENCE U U 43 STING O RATIONS FENCE CO �� —.�—.�— EXISTING LIFT STATION FENCE 1.A UMITTED OU-TW OF WATER FOR ONSITE CONSTRUCTION b wT� EXISTING WATER LINE OPERATIONS AREA — EXISTING SITE PLAN PURPOSES IS AVMIABLE FROM THE CITY OF C.C. SCALE.I=I00 HOIFR,THE SOURCE AND SUPPLY IS NOT CUPRPNTEEO. SAN-- EXISTING SA LINE CONTRACTOR SHALL COORDINATE WITH CITY SOLID WASTE SFIMCES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY SAN-^��- EXISTING SANITARI FORCE MAIN M PRONDE CONSTRUCTION WATER FOR THE PROJECT. +� UO EXISTING UNDER GROUND ELECTRIC a $HQ. 5 a/ 78 OHE EXISTING oVEPHEAD ELECTRIC 100 50 0 100 200 a�S F 1 4' �- � SLF 141 GRAPHIC SCALE IN FEET q. ON AM 1ECT 14IGT4 DocuSign Envelope ID'.98C4207C-623041C1-8588-1A4EDA5EFFIF Y ' � CONSui T5 SYElT �,\ -� I 1.( G PAgLCT M.IbLOAY9 'W - 11 QL11f rR I ING'I: ... ,A(IN ((„I(I( ,n ,II ('IPtlt,�l acaneDOR r0 eEA—. ), fONiRALmR 9vu EXGYA2 a PREP ro moen naAONAr In nc mAmc CONDR PVN G Y Y Y Y ZONE BUFEFA BENFIII ME 1NO PHAere 1 U 16NOYE"I'll, STING SPEFO HUNP Z ENSTNC NUM ro ff flElO D H N NC BOWA05 i0 E .. EXGVAIE k �I //� R I( L RUIOYE EXSnNC WED HUMP P_rr MEN 9tlgYP.) PREP i0 NOFN RYONAY E 50 E flE OrFO NIG fl9YP) WYE ONE / N / � flElAG1E EXSnNG ENHANCE 9GN J1 o Y"X rc c AM J1o pp �. L 77 CONMILiOR SIAL AS E ME MODO NE}] b � u ON-0ON A-NJTWAIEO CA2 NOTOR ALL NEED S i0SMBE OEY A OUR1IED NL CM DO N `v EUGNO BY A ou. EvcMcvN iG H.R FOR = '^ nEw non ANrounrto GALE rnr non AH.Rowwnv �'t„� t1 voPoc 'S CONMACiOfl SHNl NIINSPAM Y(1 f -U I R AENOK/OSPoSE OF EX.MMMMEC NON-0R.NAH 0 [ RENONN�/flERAC NG E NG I U t NIi01NlE➢CA16 t NOiOR IRPWi M.NNIUN 4 III 1 Q m CE O 919NC GAZE ( U P 11 NNN NUN CfMIIE�R SlllE fAIE UPON CpIPIflgN �/{.� 1}I x W Du J (1 OF PWSE (35 OPENNG k 75 CWNIEA SN.WCE) V'SIIIS O W MTNIAPON OF A IF1POflIflY I ,U O4FANL CAIE_- 5R 5'.(SEE"U”ROAD FORNGISSS h ECflE55 K pp Cry TO flE1M M E WNG , / CAE/FENCE NOTES ON SHEEE 2 REFER ro 91ELT IN Wfl NC PHASE I NIO PHASE 2 p LIGHT POLL f3 PPoOfl Do CONSTVUC110N �”" FOR CNIPIE�Fn 910E GAZE OETNLS) CONSIINC1pN.N50 ME USE I 1 I f If C(e( FRO OF A FlNiIAN f I p U EXGWIE h PflEP NI NOEN RY➢VAY I CONIR/CipV SHNL INIXSPAIE } E REWJNNG/REPt—EXSHING FENCE ND ~ a ISI Nsr nc INronury redn FOR Nass ro U SONES I➢NN IINn1£OFFICE h PNM NG NSA O N ENMANCE NSA Wfl NG PHASE I h PHASE I':HI J I I ((^""� ,...... ( (J.... ,( ,( {'�.. ,) ) ,0...... ,( ( 'l,l�',( R CONSIRUCign NSU THE USE OF A FlNiIAN 2. R—E NM WNUN MM NUN— SUOE GAIE UPON CONP_EO0N OF PHASE 2(35' I�i OPENING k 1)5 CWNIEN EINNICE)UrENNl ( Cll�l(II v( GAZE IfNGiH 525(SEE SEQIflIIY fATE/FENCE N NOTES ON 91ELT 2. FfFR ro SiX HEET 18 FOR ,� vNnLLXEN SUOE CAM OETNISI —d /r LL aw a z'a z LEGEND: w 0 �1 OPERATIONS AREA — DEMOLITION SITE PLAN1= ?> SCALE:I"=loo' >U 0 =LDmuc SIDEWALK REMOVAL(WIDEN PAUEMEM AREA) LL W W gEALIGN E—INR DRAINAGE DUCH UP111Q O � U H_ uNE,ALLaw IG NomH AND muw aE Puase IinleE b 0y � S $HQ7 6 of 78 a PI $ 100 50 0 100 200W SLF GRAPHIC SCALE IN FEET e IS ;41J9 DocuSign Envelope ID'.98C420]C-623041C1-8588-1A4EDA5EFF]F ZO C0.vLxGM5 SMEs Ol — PAi]YLi Ib.18100098 Rd w N � Ora r rcu o Z E J f �� tr zaon• m.n. � �� fi"SOUR YED.My PI& mr—Ow �,,,. i o cR w' fi"BRONEN NHIIE PAYEIENi NIAgNC `= a NEN BOW195(mJ flF10GlER nEvnnEo qo edo SFE REML B,SHEEP t) .) FNifl.WCE SIGN � o a :) PROPoSED— I OW 111 Pa PROPOSE➢FEIDCAIEO pVINAOE 01— mr PA4fl J I.Rseas' PflOPOSER HNIO PAN MT - — J R 1.WA1EA FILLED / v f6PMflS d NIOFNING _ /Y'S...... s. .EAgV E-IM N p (...E/NHIIE) i 4 4 � N fi" RE R -�/ —— ~ ~ � �- ul •. pAliUl EOTPI 90MIIOF 9D. G@ CWPIE- � Y L ` TO FEE GIE 9W1 C.-D,OR Ura E aPPNox MATE LotaT NL)� � T _ I „ f4 flECEN91 POSE Ai 5VN0 SEE REf ¢ .II. PFO ED R611GIE0 RGHr PoIE NEN BIXIIA8.(IVP) I 'CSRU 4 7 OF EX ST NO HPUL I Jp SEE OETML B.SHEEP V I I I -.....U PROPOSE)l-F—mr • flEPNflS h NOENINO I I L omEm7 Iii I I I I n g • Ir �¢ �z N 3� DO LEGEND ') C U V 5 > N /" ) LIIIIr rl w a 0 m PROPOSED HMAC PAVEMENT F 0 j a 0 PROPOSED CONCRETE PSVEMEM o w w 0 a zL1 PA N w¢ g oIN PalFc FLcw v 5 ✓ a a �1 OPERATIONS AREA — PROPOSED SITE PLAN a sx�r ar t a sCUE "=,oo' IGO 50 G 11 zoo GRAPHIC SCALE IN FEET ,y`I� � CITY PAtlHC!/110]4 D,,,Sign Envelope ID'.98C4207C-623041C1-8588-1 A4EDA5EFF]F 0 LY6N'SIM1i YS SHElT G PIpJECr N0.IbL000.NB r Au ® J \1 Y u NIa11A:E�. Z 3a o EEYE o a a . NEW BdUA05 rIYP I x_aq u _ SFE NOTE 3 , �•�� D i v v.m PRE-0 RELOGTEO ORANAE 0MH pX.-—PAYDQYI R 8 WTER FlLLEO / 6 N u REPNRS h IIII 1NG __ d (dVAMIE/VHIrE) 4 - 3 v 6. L SMPE MS ',. P EII sE nort.... IIFINC PHA ONE L•u, .., .x. Y'v+„ I ] O CONSMNOLBN W "U' -- _ OV3SIC F10W WRNC PHASE ONE C] 1 6 U Z� EL`, CONSMIIC110N NLL UINZE uf „ TENMMRY MCESS RIVE M FRIER LL ORLRESWM , Uu !� 0, () SWIL INIIC PRIER IR110NNL�PVLINCrOR VNE M W1EA INO ENi OPEIURONS r !! 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IE PATIENT Nllb(ING N I) 1 8'ANO YEll➢N PAYENEN o $ MIIFIC fLP!GURNG PHA4 TPo s canrfluonoN Mu M.NORM o�n SEES TO ENTER ANO EXIT OPEMIgNE / y a•sa EN rELLON YIMO s 6" - END NG / — ` 7. — b i� j v m a �� �► -77— 'iIuS Cio ��' —— _ 'I k•:�•: + I BETH%VOCINIIOR Sl!)ING TIES p (MM 40FS OF 14AN0.fNIPIEXflV w 1 I —H W1E5 S CONNECT OR } E IATC H TO RECNYER POSr AT SVNO. F- e 9 � U RELOCATEDPflOPoSf➢� NCHr PoI OEINL)ON 4QT I) V Q Fl�1w � i lull OTH . CONT SHML INiK]PAIE U ) IR110yING�flERAC NG ENSIING LL HEN s m) VIII fFNCE IND NST NG IE 141 MI-1-IIPN ORTH—TO ENTER .,l ^ " IJJ ) -NOTE MY➢RON/CCE55 TO ITENNSTMTNE /NO EXIr OPERAIMNS AREA I( A -p PROP03L CONC_ DEFILE k PMMNG/ISA FROM ENMAHCE r ;0,; " PAYENENi(IIP.) PKIE Z ( MY➢MIRING N. 1.C..CrgN. 11CITY MLL COOflgNATE MTH CONiNLrOR FOO AW05TNENIS TO THE EMONG HALL J Q W PflOPOSEO" PAMIENi —1.ME CITY WILL WE ME AIIl05TNENTS LL LL N ( IEPNflS h MOENINC I TO ME ML ROAD AS flE00 REL TO ALOW w y N A / PIP '' fl TO k EGRESS IND ADEOWIE CIFMINCE g z K N Cid FOO CORSMOC_ al I I 11 aQ ✓✓ '' t t "n c N> >.✓ i cl ✓'I. rEs: w a Q G 4 ✓// I.REFER TO SPEED IS-CONgTEIE PAIENENi-JOINT w Z d Y I) urauc 2. R-GS SHNL RE MN YELLOW MM RIJU-01EU1W 1y O F 7541'HIGH CENT OR N'%mH]1 E(W.PROYIOE POST w I OG b1 COWRS HIGH CEN TY POLYECM T(HOPE)BOWRO W COIERS M E REO IN REFIECTIYE TOPE OR IPPR04F➢ W LIT G_ LEGEND Epuu,TO EX1EN0 3—E 00—HEIGHT. O U Q n.! U },00 NOr INSrOL.PEANONENr ORROW UNTIL CONPIE110N OF b ggn E O PROPOSED HMAC PAVEMENT "" PHISE Z. I PROPOSED CONCRETE PAVEMENT OPERATIONS AREA PROPOSED SITE PLAN - PHASE 2 a sxm 9 0/ to nlomu lanio.srouiu or Puri[uN[E saLE.I"=loo' 100 50 0 100 200 RFcoRo uawnxc No. GN OF, FIS EEOwSLF 141 GRAPHIC SCALE IN FEET 'q� � CRY PflbFCi!11031 D,,,Sig,E...I,ps ID'.98C4207C-623O4l Cl-8588-1 A4EDA5EFF]F IOP A El'; PIpSC!N0. bL00099 s i i 63 e f — --- 52 49 35 52 ,o s 32 3 , b72 „ 4 221. � 5 9 911 26 s , 3 1111-11111, a . Ri n PPROxMA,E50�TON OE EssNcw�uzR0A0 .T.. g ry o w/ �lJUMC,lK1011 TI, 1I lr� roar �..... l ,l .I.�J!ll UTO N I s Irr Z � LEGEND r rl u c Et r� a U c 0PROPOSED RMAG PAVEMEN' v PROPOSED CONCRETE PAVEMENT rn PAVEMENT MMUINGS OPERATIONS AREA — HORIZONTAL CONTROL Fc GRADING PLAN } sCIE. U 0 HORIZONTAL CONTROL POINTS HORIZONTAL CONTROL POINTS HORIZONTAL CONTROL POINTS HORIZONTAL CONTROL POINTS HORIZONTAL CONTROL POINTS yg POINT NORTHING EASTING ELEVATION POINT N NORTHING EASTING ELEVATION POINT NORTHING EASTING ELEVATION POINT NORTHING 6326 44AN 2 5677AS52 6524 6552 41. 22 5527,6039 65SGG43_ — 42 56SCA573 6530 H61 40S9 OF — gg0a€ 8ysy EASTING ELEVATION ON POINT g RTHING EASING ELEVATION a2 �lll 41 Al 21 7289 65SGG43 41 56GS4 573 -0.01 40S9 AT 5617AE77 6698 4367 41 AE All 5480 297 1734421141,64 14.2125 6381,5812 44AN 3 1102 7004 -5AN68 46S6 23 5527,6039 6589GG43 — 43 561 7SO23 6530 H61 40S9 . — 1734 4211 4112 PC A 1 1478 7004 5141,2168 46,12 25 5508,4789 6589S943 — 45 562SS723 -0 O101 4150 �5 — 1124 3653 47 61 TIE CONTRACTOR ATALL VEFILLF ELECAFTIONS AND USLOPESRORDERING 6 5490 7004 A924A18O 4— 21 5508,4689 6589S843 — 562SS723 6440 5451 4150 OF O114G12I 6873 4627 47-3 P 'TIFED £ URCRA$NPAND�7 OSEgS333 6844 1058 47 81 LATIOUT E8 549ESS53 6009 5654 4— 28 5508,4789 EASS193 4EA5 4� 561 7SO23 6440 5551 40S9 AB OSWT21O 6850 1353 47 57 W EDNDCORDINATES'ETTERI T'I d FOCIRTOONTRUTION. NOTIFE OCUREYPR > DISCREPANCIES 10 5554 2224 6021 4879 46 14 3N 5516,4789 6559S193 40. 51 5A.A573 G411 1111 48 11 SO 5569T200 6698 4315 46,74 AS 12 552-5 6120 2317 BETWEEN TRE SU VEI AND DESIGN. w11 5494L49O 6065 3714 46S6 31 5546,7289 6559S193 40S1 51 5-3123 G411 1111 48 11 71 5569T200 6734 4211 47 18 w O 241 41,64 w _ 55 55 7289 6469S193 4EGI 52 5-3123 6379 5943 47 24 72 5-0529 6734 4219 24 13 OTSTA206 6201 9011 — 53 5-3123 -11611 4.9 75 — 1718 1923 47 77 14 5506 0584 6232 4583 46A1 34 5535,6039 EASS193 4EGI 54 561 7SO23 — — 74 OSE73123 6698 4219 4185 8 l 41 16 5117,1216 1281 B173 47,11 31 5556,7289 114G.SI 4— 56 56517486 6457 3012 44 91 SA RESEASS9 EAER 0919 45 78 56 U Gg 70 22 56517263 6639 6383 46 11 3 3 222 100 50 0 100 200 9 5 a 2 sF s 40 Ss1usrzl ssooaoi os554e4rze as14aose25 6441 7 GRAPHIC SCALE IN FEET 4FN LLZOQ DocuSign Envelope III 98C4207C-623041C1-8588-1A4EDA5EFFIF 0 L6NSIM1i YS SHEFr .,'L G PIpSCr N0.IbN100.99 5' CY fII,II-,(f 1,f I a I I�f(irrI N o LL °u �, s T cannaL m V SCF SCF SCF SCF SCF ow, AMo r r „ r—SCF— U 7 1 Ill y SCF SCF /SCF SCF 6CF r 4 III a- Q a, L M �U FENCE (" ..� LLLL I IIOG / U u(N7 SCF T'F Tr OPPgo%INAIE LOGIION OF USING ML SOD V I (If 1 A Cln MLL COOROI—VIM CONMMMR- J /JI w J Iff /q r� r�... L�� �. ,� G � ""v � "'-U � ;i ...., 'I(IBJ —IWENM TO ME EmsPNG IMUL FW. ...�/ SCF SGFI I! Wu �F .�I r� „ ME clry Wu N!J(E ME ODJUSMExrs TO ME NAIL RW As REONREO TO/d1OW INCJ FOR I I mG EGREss M.AOEWAIE CIFMANCE FOR xsrqucnox. rlr I r lr,I J� ( ( Ja LL lz I Jw d ww azz / wa rz L' ... .... ......... LEGEND-PROPOSED >j 3 w A Ir Ira:,rl 1 —SCF— sEONENT canmGL FENCE d C' -BE c �.r„IrcrI s! 1LE 1ENftlRAftY x%r auc LLw w oORMWATER POLLUTION PREVENTION PLANSscTw U U s � gS � A a S SHEET 11 & 18 100 50 0 100 200 € z SLF 141 GRAPHIC SCALE IN FEET - � un axaerr f ara.re DocUSigO Envelope ID'.98C4207C-623041C1-8588-1 A4EDA5EFFIF CONSui r5 SYElT SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS G PaeCr n.IBmae H M W SOIL STABILIZATION PRACTICES: OTHER EROSION AND SEDIMENT CONTROLS: 1FNPORAPT SEEDING MARTENANCEE55m m[MAwrt xux!aLvurs Srwi rwr[PRKnn muemn to P PERMANENT PI-M-G SCODNC OR sEEDINC .z.w`ra+try PROECi ryXE�PnON —RETE HBLANKET O Or ME . Or ME WERArM1 ME, C R ERIC OF EISFNC F—RENUMME BUFFER ZONES By CEXCES PmTECTNSTdRNurtxIE15 !N MCORFICURATIONS.A x AND Nx PRESERVATION OF NATURAL RESOURCES 4 Vl c STRUCTURAL PRACTICES: rtEPertT 5 M—�50&�01�—RGIMGR AC-IMSmurtaNO mu IxOUDE TRc muaxxc. —FENCES i N a HAT Bash ANDWHERETE A DIVERSION,NTERCERTOIR,OR PERIMEM BKES T ° —04 rort rtmama EwsnxO puxwE Mia DI—R DIKE AND OR.O CPERI.nR1is ALES 1ASTEOMTA1Emfl�P15ga O ICER R. IA BEDDING AT CONSIRU<nON E%li BE SUM.ON SITE. H mu BE xwUD is A Lefx UNMu_x0 mxsmuCnM vAsrt Ms1FPla vlu /1`� 3 n= - AT COnSTRUCnOx EMi CHANNB.UNERS c O v SEDIMENT 1RAP5 SEOMMT ASINS STORM INIETSEDIMENT TRAP fI BE CUIMS AN. S COx50EIen Iul fiWutN ME N4RMPoAlE SRu nCW�INXroR—TYCONI OL SIw1 eE IMMEOurtLv OtxrKrEO. 6 1= STORM MRERS EROSION CONTROL-1.—CES _ OTHER S U `W �III!z SANITARAS Y D3rp NARRAW-SEEUEx¢ CONSRUCON(STORM WATER MANAGMENT)—IMS: Q rn W�+ 0 B..RwxO a�ollsnm.ND xm Ixu_Ts a soon AS mn.rtE HNcnox., } E i0TP1 PRQE<i AREA: 5 AdEs OFFSITE YENICLE TRACKING NIs _ U HEN0 T—AREA i0 BE DISTURBED: Us ARES µOCMSMUCr ME SPmFKAndS m nPmEOMExrs Ix AcmRO+NCc mm TIE wrs X L=EO HUL TRUCKS r0 BE COVERED WTTH TAPPAUUN ECEll STABIUM.CONSIRUCRON MAN. (AF1ER<ONSTRUCnON): —AS OIs Osnx®er mxTwtroRs ACTmnTEs z EXISTING CONDIRON OF SOIL k VEOETARYE (n Z COVER AND S OF EXISTING VECETARYE COYER: smucTurta mxlntts Aw rtE"—!REAS Nsmrtem By MEM rtmava K W FIAT J d W s M*U—AND BROOK RUE AR- C W DE z EC DL g€ MY ® R. AN. z A Q Z w O d w J p N w Z AME OF RECBWNG WATERS: IMI-11u wvx x xl K. N Q a Z s a J a Q S m.. ¢(Wi> E,a �I E mxNmTnR uxw TUE rmxaRmT SraRwuTm >> w Y r E PERMITS: LL 2° j LLW CON 9i i 0e Nl UBU N.g1HE MENDIJ ATER POLW BON PE-rnM I PTL ax Au PE HITS PND REpuxa M15,ICCwpxC W Q DE FROM FORm TTR cnO�Acn"ncsR THESEr. aODD R¢Annc r DISCHAR ES U O TO NOOCE OF Ns u rENT(Na.REOLR ED SIM rosnxcsCAIDExa BUT av-NATION (NOT).Al ACT VES NTLL BE PEflFORNFD AT ME MILESTONES REQUIRED By MEE N i.CE.a.x0 SEPPRATE PAVMM mu BE MADE FOR SUCH PEfNITs. $y � S $HQ7 72 Bf 18 a i{ RE0190 ORRNWS Ib. - � Bn PRmECr f srooe DocUSign Envelope ID'.98C4207C-623041C1-8588-1 A4EDA5EFFIF � IXIASui r5 SYElT G PR0.KCr M.MLOD.D9 Stamwter Palatan Prcxntvn [leo Water act Sxtvn b] for m d(Lan ort ro0.Oh m.) m 0enaal<WOW.m .KK)eem pmjech�nvmae are abmbn ainlmectw panlheeal nl water 9 rtncnm,ceox.ah.n Ae imme ate sea ana contact me 9 <antq v.iM M. rd Canmunintin Ac[(tM1e Mt)w Prnnnel.M1a.PI be Du to I, moven and xammml�m. morn y dnata5 nog Y cndacbng nMtr meeLnge p M,to begn�mneWa[n m Nnap nvarxre anar�e of a S 1 t d IlazOrda n III vo-NpM1a pia.—WIN m e arc praxded v tM1 pamd protectM Q�X MIm PeyiM Q% Pev,_Mom Q X MIm PrydM ❑Pexvn Mwn a ment Dpprcp ate w u uxd p y Chmilnama Nem - ;(d�nw naw moprmmh S inL Mi d d'11I. ual Xa Mum Xa amnal[peaehae atxM em elurn9vnPnnaa o- .__ Pralnm a rage,e M.graanasa n,fo-pnuem iM Y 'MM'na,dammm 1. I=palalim W wbdin9 emim ono anmmmda h oaemamee I. Prnuet law I..as 1.—by Me A. 'm ROES Pami1 AB 150000 11 ldlld 1 11 111.1 11 ].wlgeim me SUP rd«we ena nexxon m amW pd—v rt W M 1 c1 mnm m keaeu n Ill a[epm It en-tne mlll Temm ma^ed r nfe nem me Egim. P__...M.III—mtainmmt anaP of alnpra,.t sPfili. rnpnsibla VV 11 e a wabacam sen wda,(c41:m sdv nwmallm m m nmr ue te arraTk m tlU putlic and t...fPA r dw M__ Cnlnt ne Fnginer if anY of Ma W4 are aetee[n: e •.oe0d ar m(Hat—it s mor ad) rlm w t.raPx1 pe Fk I.—RSE'e)hveax At—Wan m 5 ••rrcm pm e�dnema ttid.r,barele,atc. mea m mora abna x m rCfA ono ue wf m. _- 101 knb4n 5. enm al lea 9 xm 9 I uertoncev 3 n v _ r St.,Wotennva ana Wnonda Oeon Waw Act Sectvna Prcwx note"M Lon m me este p Lml. 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SLF 141 - � an PmokCr f srolg DocuSign Envelope ID'.98C4207C-623041C1-8588-1 A4EDA5EFFIF -.m SYQT G PR0.KCr M.IbLOl99 rW x6'R°Pna[ml.!'6�ro'arxw� O + 1 nrnwvm'.'ficv x.l�avxx°.'�'�°n mm° ni.nc nuw �-CY .wa(wxx�MP°srs)� an w'S r fvr£ r�rs f°n Am TEMPORARY SEDIMENT CONTROL FENCE DETAIL r/1 - scoiueur caumar Pace 2 _ cr wr ee uvn m E U came mµonan�"rnax4°ozix xC01i�isn i°max roues 4 0 " m!aQm nva ue auzsnas ar.r.wv wr ee xaann � �IIIS p W�+ ar roc manvn. � U�o 0 } E ti U 0 z a 0 6d �� w z¢ a z �9 .' �0 n..m me«.wrww a z PFL fcpLE eE mxP°sn an.mcrmc wmax w a 0. P1n lw 3 � mew exEs mxr m ae m O � W y STRAW BALE FENCE(SBFJ W a „or ro mxE S S8M 14 cf 18 i,{, flE�bm OftIN1YJ Ib. SLF 141 - � an vxoiar f srooe D,,,Sign Envelope ID'.98C420]C-623041C1-8588-1A4EDA5EFF]F q 2r O IS I6 CO.Y9YGN 9161 U PflORCi 15 t6 t5 1I 15 16 � FW FM o � 150.. e Y.I ir; ,, .. .,, � e Z _ a a s C E � D " s n � Is�ls e la N1 a. L n CONCRETE PAVEMENT-JOINT LAYOUT 4 Q 1 lui o x s;aLE 1-=50 � U�S `o T TYPE 0 } E F- 9.5'"4000 P51 a ].5'TYPE B U n ILIMESTONE FLEX / 9"UM ME 1 FLEMEeasENE / —-SE F / DA/ // 8'CENENf STABINZED / / SUBCflACE � K Ee, ExlrnNc suecaE xlsnNc su creaDE Exlsr 9.5"CflAENi Z F Z F z Z O B TNG S J LLl EXISNING PA44NENi PROPOSED CONCRETE ExISANC PAMEN ELA PPoPoSEO xuAC �Cmx E&MEM M SECNq smm PA44NENT SECDONS N Q W RIGID PAVEMENT SECTION N FLEXIBLE PAVEMENT SECTION w o w S I. BORINLS INCH—A 4"Hi-k 11'REXIBIE BASE PI&ENENT I. BORINGS INDIONE A 4'HNK k I1"itEXIBIE BASE PAY➢IENi j Q S' SECTION. RECORD DRAWINGS INOMM A 3'HNM k 15'UXIM —ON. RECENRO ONAWNGS INCIC-A]'111-@ 15'REXIBIE O LL PAWAENi SECDON. CONTRACTOR—NIACIPANE A THK:IER PAYHNENi—CH. CgYTRMTOR 9WE NYIICIPAIE A THICHEA BASE LL 2 W LVSAMG BASE SECNgN. S—N. LL J F 2. 9.5"1000 PSI CENEMT STA9DZAAOM(SECHOM 025020)PER iX00T 2. R"mr NIX ASPHACNIC COMCIET[(SECDCH 025414),TYPE 0 MY k Cj Q OC 33 ITEMS 225(MIN.82 CEMENT IN OM N W.MICRO CRACKING HOi NI%ASPHPLIIC CONCRETE,tt B(IW10i ITEM 310),RPE 0 h u Z RMUINEO).CEMENT-UDE EMSDMG NAIERAL 1YPE B. O b U ]. CONCRETE JCP RETE UYENEM-a]AT 11"O.LE.W.IN ME TOP J. 9"IE k O EI I OR fl SE HEC110N 02512]) -NW]Oi IIEN 247, MIR➢OF CONCRETE IAIER. ME A CRADE I OR 2 CRUSHED NNESiONE BASE NAIERVL g8 4. IRONMRSE PNEO IEXNEE AMISH. C 9.5'CEMENT S—UZED SUBOWE(SECNION 025020)PER iX00i ii NEN 275 MIN BR CEMENT W CRY—r..MICRO CRACKING 3 Sha5E 15 Of 18 REQUIRED.CENENi STNBNZE EMSDNG NAIEPoM_ 30 15 0 30 60 - 5. SEE CENEAK MOM SHEET 2.C.PAW2ENT COMSMUCHOM,MOTE 3. c SLF 141 GRAPHIC SCALE IN FEET q. QNSONCT/410.]4 DocUSigD Envelope ID'.98C420]C-623041C1-8588-1A4EDA5EFF]F 1PA-LINE TRAVEL UNETRAVEL E /200NEL JOINT IE NO CONSµ{µi5 SYElT OR SH0.110ER I LENGTH NAIERIAL TABLE 40.1 DONELS(SMOOTH BARS) G PAgKCr M 18LOD.DB LONGITUDINAL /2 h THICKNESS BPR DIA. AVERAGE g� CONSTRUCTION.PINT i T A40 SPACING to OR pn.) LEncTH (IN.) 01^ CMMACflM JOINT a w 10 I I/a"%18" 12 DONELS.COATED C © OR e B TO PREVENT 8 N TABLE 40.2 RE BARS(DEFORMED BARS) S A—A SECTION SLAB IB' 00112 Iz PACING Ifi THIAVERAGE ._. o q TRANSVERSE CONTRACTION JOINT (IT BAR SIZE SPACING — (I4.) (IN.) LM"4N DINAL =8 fib 24 V! _ TRANSYENSEINT SEAIJNC 9 a 11 CON ACTON : MATERIAL LI1ARF o JOINT a /2 yLISAXUT PROPOSE➢PANDJENr EDGE TIE BARS T aRE BARS SINGLE PIECE L=50"FOR XB BAR c ARn- - BARSL B—BSECTIONT e h � g LONGITUDINAL CONTRACTION JOINT t�A M.—R. TPE III. FOR p BMS GUT CONTRACT.Ni GLASS C MY MINT JOINT SEALING Z PLAN VIEW MATERIAL LONGITUDINAL WIDENING JOINT DETAIL a v .` TYPICAL PAVEMENT LAYOUT LE" eh 1 NE BARS GENERAL NOTES D 0- sraLE.rLT.s SINGLE OR I{,.; 3 _k O1 ULRPLE-PIECE III Q W W GENERAL NOTES M L/2 I. SPACE TIE BARS AT 24"SPACING.USE fiB BARS FOR 8"AND PITCHER {�o SLABS. 1RMSYERSE CONSTRUC110N.PINTS MAY BE FORMED BY USE OF METAL -50"FOR.BAR 2. ME TRANS-E ANTS OF PROPOSED PAVEMENT SHALL COINCIDE WTH O OR W000 FORMS EQUAL IN DEPTH i0 ME DEPTH OF PAVEMENT,OR BY NEMODS APPROVED BY ME ENGINEER. L EHISIMG PAVEMENT ANTS UNLESS ORIERMSE SHOYM ON ME PLANS. } E 2. USE HAND-OPERATED IMMERSION NBRAMRS i0 CONSOUDATE ME C—C SECTION CONCRETE ADJACENT M ALL ME FORMED JOINTS. C LONGITUDINAL CONSTRUCTION JOINT O D. OONEL BAR PLACEMENT TOLLRMCE SHALL BE 0 1/4 IN.HORIZONTALLY 16 16 AND VTS ME U UNLESS VE MESS SHIPPING W ES. OON4 BAR BASKETS ARE USED.REMOVE ME SHIPPING N1RE5. CUSS 5 SGLNf DW CVSS 5 SGLNf DW CUSS 5 SEA.VIT DON CORNING 890-SL /4 CORNING 890-SL 3/8" ..NO 890-SL 3/8" SEIF-I£4fK SELF--NG SElF-ILIEUNC SIUMNE d SIUWNE JOINr SGL SIUWNE AIN SGL JOINT SGL OR WPPOrEO N OR WPROAD EQUAL OR MP_EQUAL EQUAL 43 Z L 0 Y F J Z r:FNFRAI Nr1TFCQ W N $ I. THEE L.OGrION OF JOINTS SHAH BE AS SHONN ELSEWHERE IN ME S W F e 2. ME JOINT RESERAIR FOO SEALANT SHALL BE SANED UNLESS OMERNISE z Q W BM ER ROD ° a a L SCONSTRUCTOON O E PLANS MR THE LONGITUDINAL AND TRANSVERSE J LL C9 s fl�CIQA ROD ° ° i Nrl/4"=5/8" sn M E w J In W ° m ° 1 ME JOINTS SHAH BE OEMED IN PRIOR M ARCE NIM ME ATONS. j 0 W Y CONMACNRE RECONNBMIT AN.PRIOR TO BEGINNING SEALANT ONS.ME E IN—59W CUi s /t -I/4" CONTRACTOR SHA_SUBMIT A STArENENi FROM ME SEALANT NMUFACIIIRER LL=O W q'I INIDIL 59N Cur a 9EO SEG ME RECOMMENDED EQUIPMENT AND INSTAULATION PROCEDURES TO W W ] 4. ME�CUT FOR SI-AS MMGMESS MENS CRUSHED DIUNESTONE S USED AS NAL JOINT SHAU_BE xME COARSE E FOURTH E U LL LONGITUDINAL OR TRANSVERSE TRANSVERSE SAWED a SAWED LONGITUDINAL JOINT CONSTRUCTION JOINT CONTRACTION JOINT s s4m Ts Qr Ta a RED19D OftINW2 Ib. �1 JOINT SEALANT COMPOUND SLF 141 F B _ scue 4zs. � CIn axnlar f 2ro34 DocuSign Envelope ID'.98C420]C-623041C1-8588-1A4EDA5EFF]F —.T5 SYElT G PR0.KCT NO.IbLOGGJ9 rW OV 1 PROTRDE EXPAN90N PRONDE EXPAN904 PROTRDE EXPAN90N 9fET£AT ONE ENO SEEEYf Ai qiE ENO 9fET£AT ONE ENO p `; w':4 JOINT SEALING NAIQNAL JgNi BET NAIERI'L JOINT SEALING NAIQNAL CONCRETE PAL—ENT CONCRETE P IAENT CONCRETE PA—ENT _ IN O 11"EAd WAY f]O 12. EAd WAY 13 O 11"EAd WAY N THE TOP THIRD OF LOUSCALE IN THE TOP THIRD OF IN THE TOP THIRD OF SSENGPROPOSED CONCRETE fANtlEEIE LAYER E CONtlEETE LAYER PAVEMENT fANCRETE LAYER PAVEMENT CRETE FOUNDATION AT scoff H.. —ENT sinBILIIED -NT STABILMD —ENT STABILREO AM I I/4• SMOOTH DO NEL EXIST—suecPADE I I/4•%IB•sIII N DOWEL ENsnnO 1L.ORADE I I/4•%IB"sMODiN DONEL I Ir oc. O Ir Gc. o Ir oc. Exisnnc suacPnDE - u x :. ]/C CONMO.S EXPANSION BOARD ]/C CONnnas EEE %PPN9oN BOARD ]/C CONnnas EXPANSION BOARD CONCRETE PAVEMENT TO CONCRETE PAVEMENT CONCRETE PAVEMENT TO c 4 FOUNDATION EXPANSION JOINT DETAIL 5 EXPANSION JOINT 6 EXISTING CONCRETE SLAB S U -'—BEm!0- '—BE 1-) /BHITE) E11GE DF—ENT G.B0.o1R1 � NHRE SMIFE POST GJN9.HIGH DE49n - POLYflHYIFNE(HOPE) b RDOMO COTRR NIn1]u ai L pppqryry��m flPDE—INf TME OR MPROTR➢ J� �NIIIIIIIIIWE IuVVVVVV J d u b n ) LL N tllNCfflE FlW(.loco P9 iu�� � uw iu uuu uuu i �, �, a ural uuur alar rue RH RNOIlS TOP p W N Z t N 8• STEEL RPE i0 BE -D NN j u. ° PPo..NW h PNNR➢ W _ �> iVRiH � N Q W � - I, Inl�� �u�llll RM IIII� � Z d O f u n W r 17 y > W a ]DOD P9 tlriCfflE LL=O W b' EXISTNG REGE]YFR PDST LL W Q 4 U¢ a s m¢aP PNhSJEnr g I'-S• 0 y v D.D.POST a (5 TDTA1)AM CNInLEYFA CATS ` a 9E SHEET IB PDR G E OEN s 7 ENTRANCE ENLARGED g BOLLARD DETAIL ° ie W - REO19D OftINW:NO. SLF 141 - � qn PmDIEDr f sro]e DocuSign Envelope ID'.98C4207C-623041C1-8588-1A4EDA5EFF7F LY6YSIM1i YS SHAT CRITICAL DIMENSION CHART rnxcr xa iewaone MARK DESCRIPTION FORMULAJDIM. 8 (BELOW 7) 7 8 (BELOW 7) 7 A CLEAROPENING A TRACK B COUNTERBALANCE POST SPACING CIC CLEAR OPENING• POST SPACING C/ /A�1-��PLAN VIEW C OVERALL GATE LENGTH A x 1.5scale:NaaeD COUNTERBALANCE LENGTH A x 0.5E NOMINAL GATE HEIGHT E V --------------------------------------------------------- ------------------------------------- -------------------------------------------------C = OVERALL GATE LENGTH--------------- F POST HEIGHT BARB ARMS E+1'-6" R _BARBED WIRE AND (W ) ARMS ARE OPTIONAL --D = COUNTERBALANCE.----y. Q a F LENGTH G FABRIC HEIGHT E-1'-0" Vf G — FABRIC HEIGHT 7w TRACK B - 9 A! I o I s e� W4 TRUCK a a v (TYP.) 9 v 8 8 in it GRADE r`' 's U --BEARINGS z SPHERICAL BEARINGS ELEVATION SECTION FABRIC--------- 4 m+a'^ W4 TRUCK xale:None scale:None 7 �IIIt p W w ®-- CATCHER ASTM F 2200 E ® E COMPLIANT GAP o PROTECTORS 5/8" HANGER (STANDARD) U o BOLT o GUSSETS z O 5 ------------- o HANGER BRACKET GATE HANGER ASSEMBLY COMPANIONJ a w 4" O.D. POST U Sole:Nine g SMOOTH LEADING EDGE. 8 z 4" O.D. POST (NO PROTRUSIDNS PER g Q GUIDE WHEEL ASTM F 2200) ENLARGED SECTION £ w same:Nane � z a o UI.- 325 COMPLIANT CATCH ASSEMBLY w y WHEEL COVERS `-J scale: None ?D w p (STANDARD) a s0 w NOTES: ° y wa F aoE U U Q wss.e W V -- ao ' NIII o - BOTTOM GUIDE z"ccw"a s o�eeu"m"ueoew"��wno�uru s;"ar eozinF'mee""w ori"or'srmuetis,�,")wocn o) waiwou- BRACKET NOTES: I IL I."LI". I- s-1E(nNle -111--).1- o I o=mP v"I I—I�aHuoi. W 1. ALL FITTINGS STANDARDLY PROVIDED FOR 4" O.D. - 's SHEET 78 of 78 a e�era" ".�e�,a"�� "save e�,�e w�"�,ee"_<�" POSTS. OTHER SIZES AVAILABLE UPON REQUEST. ".F-I—I-Wr�1IXI " - "B,wee„ee sno- v �u1 BOTTOM GUIDE a°""a F 1 M. 2. BARB ARMS (FOR BARBED WIRE) OPTIONAL. 111 11.IIILL II�a - SLF �41 scale: None o-rP�e""oe.Noi`s,a�"ee�e,o,I"I.ae a"a FoaeIe,I6�L ee s wee a"v�"""aro,�n)oi - � un axaerr/ara.re