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HomeMy WebLinkAbout064872-PM1 - Construction-Related - Contract - The Shops at Presidio, LLC and Armour ConcreteFORTWORTH. CONTRACT FOR THE CONSTRUCTION OF WATER, PAVING, SIGNAGE & STRIPING IMPROVEMENTS TO SERVE The Shops At Presidio City Project No. 106379 IPRC NO.: IPRC25-0103 FID NO.: 30114-0200431-106379-EO7685 File No.: K-3354 X No: X-28748 Mattie Parker Mayor CSC No. 64872-PM1 Jesus "Jay" Chapa City Manager Chris Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth May 2026 PREPARED BY SPIARS ENGINEERING, INC. 3575 LONE STAR CIRCLE, SUITE 434 FORT WORTH, TX 76177 F-2121 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX e � OF T e BB •.9 JORDAN D. HUNEYCUT 143176 w�i T� • / CENSEO .•���® P SS/ ONAL ENG J0rbr(4v1e,4w t 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 8 Last Revised 004100 B4d-F-fflm nn in T 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid -Bend 040� nn ersnn mT 0045 12 Prequalification Statement 09/01/2015 0045 13 03A)9LION 00 45 26 Contractor Com liance with Workers' Compensation Law 04/02/2014 004540 044IA20$ 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 007200 General Goa&iens ,,„n n�, 007300 n; _ 112 - 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01 /10/2013 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 n, n7in 01 32 33 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 01 7823 1 Operation and Maintenance Data 04/07/2014 1017839 1 Project Record Documents 04/07/2014 CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 0 n i i z Solo tiye cite 4efF, 4tio.. 0241 14 �� 0n2 ni is Paving RefnEw. �� Division 03 - Concrete Division 26 - Electrical Division 31 - Earthwork Division 32 - Exterior 32-04-T pefffififfe 32ni iQ �a _32-v r49 Ge� CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 Division 33 - Utilities .. ., C-010M, , • _ _ NEW - RISE• •. • , RIN.-MINIMMMM .. .. .. XT w ,, '- CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.aov/tpw/contractors/ or https:Happs.fortworthtexas.gov/Pro*ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material CLSM 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 34-36-00 dons 12/�tz 31 3- nn 12i� Division 32 - Exterior Improvements Z7 T 171 2 Z2 n1 14 �Q / 1�N,Q!012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 3244-3-3 GefnepA Treated Base r,.ufses 1l �i�li 2 1 1- z�T 09,Q 2n1 c vvn �� 32 1r7 1� ��ry 1�� W2012 Z7Pmifig12/20QO z 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 2 1 n 1 � �rrry i2,QQ/2Qi rzrz�zvrc 3216 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 32 17 23 Pavement Markings 11/22/2013 2 1� 2-c T�rrz� 11/04/2013 rn-v�zm� 2 Z 1 1 3 �� !`L,ai 1 enee * Gates r- 12,120,12012 -rzv �z '27�� Wood L'enees an !` le 17/rc 20/2012- 32-324-3Plaee06 /no c�II 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 .. �� . . • .. •. EVEN f a AM •_mm_ CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 1 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 3312.2003 1" Water Service 33 12 10 EA 1 $6,000.00 $6,000.00 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT I: WATER IMPROVEMENT§l $6,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version May 22, 2019 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 4 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidhst Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS 1 3213.0103 8" Conc Pvmt 3213.0106 11" Conc Pvmt 3213.0301 4" Conc Sidewalk 32 13 13 32 13 13 Sy Sy 98 $183.29 $17,962.42 2 212 $207.44 $43,977.28 3 32 13 20 SF 4103 $13.95 $57,236.85 4 3213.0507 Barrier Free Ramp, Type P-2 32 13 20 EA 2 $465.00 $930.00 5 3213.0509 Barrier Free Ramp, Type C-2 32 13 20 EA 2 $930.00 $1,860.00 6 3292.0100 Block Sod Placement 32 92 13 Sy 435 $15.90 $6,916.50 7 3441.4003 Furnish/Install Alum Sign Ground Mount 3441 30 EA 7 $735.14 $5,145.98 8 3217.1002 Lane Legend Arrow 32 17 23 EA 4 $545.00 $2,180.00 9 3471.0001 Traffic Control 3471 13 MO 3 $1,025.33 $3,075.99 10 11 3217.1014 Preformed Thermoplastic Contrast Markings — Legend Double head Combo Arrows 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 3211.0400 Hydrated Lime 32 17 23 EA 1 $3,150.00 $3,150.00 321723 EA 2 $2,471.50 $4,943.00 12 32 11 29 TN 5 $190.00 $950.00 13 3211.0501 6" Lime Treatment 32 11 29 Sy 97 $101.75 $9,869.75 14 3211.0502 8" Lime Treatment 32 11 29 Sy 212 $103.17 $21,872.04 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL UNIT IV: PAVING IMPROVEMENT§l $180,069.81 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version May 22, 2019 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 7 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid No. p Section No. Measure Quantity Unit Price Bid Value Bid Summary UNIT I: WATER IMPROVEMENTS $6,000.00 UNIT IV: PAVING IMPROVEMENTS $180.069.81 Total Construction Bid $186.069.81 This Bid is submitted by the entity named below: BIDDER: it): Tim Armour Armour Concrete 11450 U.S. Highway 380, Suite #130-235 Cross Roads, TX 76227 TITLE: President DATE: 9/17/2025 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 120 working days after the date when the CONTRACT commences to run as provided in the General Conditions END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22. 2019 00 42 43 Bid Proposal DAP 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Paving, Striping, and Signage Improvements for New Development Armour Concrete 06/30/2024 Water Distribution, Development, 8-inch diameter and smaller Acadia Services LLC 04/30/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Armour Concrete BY: Timothy Armour 11450 U.S. Highway 380, Suite #130-235 Cross Roads, TX 76227 (Signature) TITLE: President DATE: 04/ 17/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 106379 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 CONTRACTOR: 9 Armour Concrete LP 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Company 11450 U.S. HIGHWAY 380, SUITE #130-235 Address CROSS ROADS, TX 76227 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Timothy Armour (Please Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Timothy Armour, known to me to be the person whose name is subscribed to the foregoing iument, and acknowledged to M that he executed the same as the act and deed of ns knOrl"&IC for the purposes and consideration therein expressed and in the capacity therein stated. th GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 146y 7-0 Z(D 2026. TIFFANY M RKHARDNotary Public in and for the State of Texas a° Notary ID N126M3525 S25 Y My Commission Exptros March 11, 2025 END OF SECTION CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 106379 Revised July 1, 2011 005243-1 1 2 SECTION 00 52 43 AGREEMENT Developer Awarded Project Agreement Page 1 of 6 3 THIS AGREEMENT, authorized on September 12, 2025, is made by and between the Developer, 4 The Shops at Presidio, LLC authorized to do business in Texas ("Developer"), Armour Concrete, 5 authorized to do business in Texas, acting by and through its duly authorized representative, 6 ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 8 as follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part 14 is generally described as follows: 15 The Shops at Presidio 16 City Proiect Number 106379 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 120 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 106379 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 6 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer three hundred dollars ($300.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the 39 Contract Documents an amount in current funds of One hundred eighty-six thousand sixty-nine 40 dollars and eighty-one cents ($186,069.81). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer 44 and Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 106379 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 6 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 67 68 69 70 71 72 73 74 75 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 The Shops at Presidio City Project No.: 106379 005243-4 Developer Awarded Project Agreement Page 4 of 6 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed by 80 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 81 this contract. This indemnification provision is specifically intended to operate and be 82 effective even if it is alleged or proven that all or some of the damages being sought 83 were caused, in whole or in part, by any act, omission or negligence of the city. This 84 indemnity provision is intended to include, without limitation, indemnity for costs, 85 expenses and legal fees incurred by the city in defending against such claims and causes 86 of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification provision 93 is specifically intended to operate and be effective even if it is alleged or proven that all 94 or some of the damages being sought were caused, in whole or in part, by any act, 95 omission or negligence of the citv. 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 106379 Revised June 16, 2016 005243-5 Developer Awarded Project Agreement Page 5 of 6 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 106379 Revised June 16, 2016 127 fective.asout. ... ........ .W.S:0 . edl. b .1g. V. ton'tractor, - kh.. mulconc rali'a Ihmthy-A.�.W. ........... ........ t: tic oiv� I AOft* .. ........ Oatf�e ..W . I . . .... .. ............. ..... . .... .141 Q U Sri: M . . . . . . . . ................... ......... .............. ........ ..... ....... .......... 30-23S.' .. . .. ..... .............. ......... ............................................... .. ........ .... .. . - ....... ..... . ... . .... . .... . ..... ............ .. .......... .. ........ ............... 'm a .... ........ ... ........... ... ..... ... ....... .. .. NO . .. ... . . ... ............ .. . "Womm" ......... UOPER Fiia A. i :golf, . .. ..... .... ........... lu: 4 FA POLICY NUMBER: MP0082001010510 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraanization(s) Location And Description Of Completed Operations Any person or organization to which you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to (1) occurrences taking place after such written contract has been executed and (2) occurrences resulting from work performed by you during the policy period, or occurrences resulting from the conduct of your business during the policy period. A person or organization that qualifies as an "insured" under the above paragraph of this Endorsement shall be an additional insured solely with respect to such additional insured's for "bodily injury," property damage" or "personal and advertising injury" caused in whole or in part by your acts or omissions in the performance of "your work" for the additional insured on or at "commercial construction projects." For the purposes of this Endorsement, "commercial construction projects" are defined as buildings or structures constructed for commercial use and also includes apartments, hotels, homes for the aged, dormitories or barracks. However, "commercial construction projects" shall not include any building or structure which contains individual owner occupied units or dwellings. 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 the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 POLICY NUMBER: MP0082001010510 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraanization(s) Location(s) Of Covered Operations Any person or organization to which you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to (1) occurrences taking place after such written contract has been executed and (2) occurrences resulting from work performed by you during the policy period, or occurrences resulting from the conduct of your business during the policy period. 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 the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" 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(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: 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: 1. Required by the contract or agreement; 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. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 04 13 M P008200101051 M P0082001010510 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 Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance 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 (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: MP0082001010510 COMMERCIAL GENERAL LIABILITY CG 24 0410 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization to which you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to (1) occurrences taking place after such written contract has been executed and (2) occurrences resulting from work performed by you during the policy period, or occurrences resulting from the conduct of your business during the policy period. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV — COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 0 MESA UNDERWRITERS SPECIALTY INSURANCE COMPANY Policy Number: MP0082001010510 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS / COMPLETED OPERATIONS COVERAGE PART OWNERS AND CONTRACTOR PROTECTIVE LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL EXCESS LIABILITY COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE PART SITE SPECIFIC POLLUTION LIABILITY COVERAGE PART TRANSPORTATON POLLUTION COVERAGE PART SITE -SPECIFIC POLLUTION LEGAL LIABILITY POLICY COMMERCIAL PROPERTY COVERAGE PART CONTRACTORS POLLUTION LIABILITY COVERAGE PART Name and Address Of Person(s) Or Organization(s): Any person or organization to which you are obligated by virtue of a written contract to provide written notice of policy cancellation and which we have been provided their name and address. Name and Address Of Person(s) Or Organization(s) Name and Address Of Person(s) Or Organization(s) Name and Address Of Person(s) Or Organization(s): Additional Premium: Included Information required to complete this Schedule, if not shown above, will be shown in the Declarations. If we cancel this policy, we will give written notice to the person(s) or organization(s), shown in the schedule, above, at least: M U S 01 01 23092 0318 Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 1 of 2 (1) 10 days before the effective date of cancellation if we cancel for your nonpayment of premium; or (2) 30 days before the effective date of cancellation if we cancel for any other reason. Proof of mailing will be sufficient proof of notice. We will not be responsible for mailing notice to any person or organization whose name and address has not been provided to us within 14 days after the insured is made aware of the notice requirement to the person or organization. However, if the insured fails to meet the requirement above, but we receive the name and address, no later than 7 days before we mail notice to the insured, we will endeavor to provide notice pursuant to this endorsement. All Other Terms and Conditions Remain Unchanged. M U S 01 01 23092 0318 Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 2 of 2 Texa,Smutuar WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 9/6/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001211220 of Texas Mutual Insurance Company effective on 9/6/25 Issued to: ARMOUR CONCRETE LP NCCI Carrier Code: 29939 This is not a bill i/ ram•- i Authorized representative 1 of 1 PO Box 12058, Austin, TX 78711-2058 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 9/5/25 WC420304B Texa,Smutuar WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule 30 PER LIST ON FILE 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 9/6/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001211220 of Texas Mutual Insurance Company effective on 9/6/25 Issued to: ARMOUR CONCRETE LP This is not a bill NCCI Carrier Code: 29939 i/ ram•- i Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 9/5/25 WC420601 Form 2366 (02/11) Blanket Additional Insured Endorsement This endorsement modifies insurance provided by the Commercial Auto Policy, Motor Truck Cargo Legal Liability Coverage Endorsement, and/or Commercial General Liability Coverage Endorsement, as appears on the declarations page. All terms and conditions of the policy apply unless modified by this endorsement. If you pay the fee for this Blanket Additional Insured Endorsement, we agree with you that any person or organization with whom you have executed a writ- ten agreement prior to any loss is added as an additional insured with respect to such liability coverage as is afforded by the policy, but this insurance applies to such additional insured only as a person or organization liable for your op- erations and then only to the extent of that liability. This endorsement does not apply to acts, omissions, products, work, or operations of the additional in- sured. Regardless of the provisions of paragraph a. and b. of the "Other Insurance" clause of this policy, if the person or organization with whom you have executed a written agreement has other insurance under which it is the first named insured and that insurance also applies, then this insurance is primary to and non-contributory with that other insurance when the written contract or agreement between you and that person or organization, signed and executed by you before the bodily injury or property damage occurs and in effect during the policy period, requires this insurance to be primary and non- contributory. In no way does this endorsement waive the "Other Insurance" clause of the policy, nor make this policy primary to third parties hired by the insured to perform work for the insured or on the insured's behalf. ALL OTHER TERMS, LIMITS, AND PROVISIONS OF THE POLICY REMAIN UNCHANGED. Form 2367 (06/10) Blanket Waiver of Subrogation Endorsement This endorsement modifies insurance provided by the Commercial Auto Policy, Motor Truck Cargo Legal Liability Coverage Endorsement, and/or Commercial General Liability Coverage Endorsement, as appears on the declarations page. All terms and conditions of the policy apply unless modified by this endorsement. If you pay the fee for this Blanket Waiver of Subrogation Endorsement, we agree to waive any and all subrogation claims against any person or organization with whom a written waiver agreement has been executed by the named insured, as required by written contract, prior to the occurrence of any loss. ALL OTHER TERMS, LIMITS AND PROVISIONS OF THE POLICY REMAIN UNCHANGED. POLICY NUMBER: MP0082001010510 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraanization(s) Location And Description Of Completed Operations Any person or organization to which you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to (1) occurrences taking place after such written contract has been executed and (2) occurrences resulting from work performed by you during the policy period, or occurrences resulting from the conduct of your business during the policy period. A person or organization that qualifies as an "insured" under the above paragraph of this Endorsement shall be an additional insured solely with respect to such additional insured's for "bodily injury," property damage" or "personal and advertising injury" caused in whole or in part by your acts or omissions in the performance of "your work" for the additional insured on or at "commercial construction projects." For the purposes of this Endorsement, "commercial construction projects" are defined as buildings or structures constructed for commercial use and also includes apartments, hotels, homes for the aged, dormitories or barracks. However, "commercial construction projects" shall not include any building or structure which contains individual owner occupied units or dwellings. 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 the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 POLICY NUMBER: MP0082001010510 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraanization(s) Location(s) Of Covered Operations Any person or organization to which you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to (1) occurrences taking place after such written contract has been executed and (2) occurrences resulting from work performed by you during the policy period, or occurrences resulting from the conduct of your business during the policy period. 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 the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" 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(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: 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: 1. Required by the contract or agreement; 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. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 04 13 M P008200101051 M P0082001010510 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 Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance 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 (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: MP0082001010510 COMMERCIAL GENERAL LIABILITY CG 24 0410 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization to which you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to (1) occurrences taking place after such written contract has been executed and (2) occurrences resulting from work performed by you during the policy period, or occurrences resulting from the conduct of your business during the policy period. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV — COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 0 MESA UNDERWRITERS SPECIALTY INSURANCE COMPANY Policy Number: MP0082001010510 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS / COMPLETED OPERATIONS COVERAGE PART OWNERS AND CONTRACTOR PROTECTIVE LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL EXCESS LIABILITY COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE PART SITE SPECIFIC POLLUTION LIABILITY COVERAGE PART TRANSPORTATON POLLUTION COVERAGE PART SITE -SPECIFIC POLLUTION LEGAL LIABILITY POLICY COMMERCIAL PROPERTY COVERAGE PART CONTRACTORS POLLUTION LIABILITY COVERAGE PART Name and Address Of Person(s) Or Organization(s): Any person or organization to which you are obligated by virtue of a written contract to provide written notice of policy cancellation and which we have been provided their name and address. Name and Address Of Person(s) Or Organization(s) Name and Address Of Person(s) Or Organization(s) Name and Address Of Person(s) Or Organization(s): Additional Premium: Included Information required to complete this Schedule, if not shown above, will be shown in the Declarations. If we cancel this policy, we will give written notice to the person(s) or organization(s), shown in the schedule, above, at least: M U S 01 01 23092 0318 Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 1 of 2 (1) 10 days before the effective date of cancellation if we cancel for your nonpayment of premium; or (2) 30 days before the effective date of cancellation if we cancel for any other reason. Proof of mailing will be sufficient proof of notice. We will not be responsible for mailing notice to any person or organization whose name and address has not been provided to us within 14 days after the insured is made aware of the notice requirement to the person or organization. However, if the insured fails to meet the requirement above, but we receive the name and address, no later than 7 days before we mail notice to the insured, we will endeavor to provide notice pursuant to this endorsement. All Other Terms and Conditions Remain Unchanged. M U S 01 01 23092 0318 Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 2 of 2 Texa,Smutuar WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 9/6/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001211220 of Texas Mutual Insurance Company effective on 9/6/25 Issued to: ARMOUR CONCRETE LP NCCI Carrier Code: 29939 This is not a bill i/ ram•- i Authorized representative 1 of 1 PO Box 12058, Austin, TX 78711-2058 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 9/5/25 WC420304B Texa,Smutuar WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice: 2. Notice will be mailed to: Schedule 30 PER LIST ON FILE 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 9/6/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001211220 of Texas Mutual Insurance Company effective on 9/6/25 Issued to: ARMOUR CONCRETE LP This is not a bill NCCI Carrier Code: 29939 i/ ram•- i Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 9/5/25 WC420601 Form 2366 (02/11) Blanket Additional Insured Endorsement This endorsement modifies insurance provided by the Commercial Auto Policy, Motor Truck Cargo Legal Liability Coverage Endorsement, and/or Commercial General Liability Coverage Endorsement, as appears on the declarations page. All terms and conditions of the policy apply unless modified by this endorsement. If you pay the fee for this Blanket Additional Insured Endorsement, we agree with you that any person or organization with whom you have executed a writ- ten agreement prior to any loss is added as an additional insured with respect to such liability coverage as is afforded by the policy, but this insurance applies to such additional insured only as a person or organization liable for your op- erations and then only to the extent of that liability. This endorsement does not apply to acts, omissions, products, work, or operations of the additional in- sured. Regardless of the provisions of paragraph a. and b. of the "Other Insurance" clause of this policy, if the person or organization with whom you have executed a written agreement has other insurance under which it is the first named insured and that insurance also applies, then this insurance is primary to and non-contributory with that other insurance when the written contract or agreement between you and that person or organization, signed and executed by you before the bodily injury or property damage occurs and in effect during the policy period, requires this insurance to be primary and non- contributory. In no way does this endorsement waive the "Other Insurance" clause of the policy, nor make this policy primary to third parties hired by the insured to perform work for the insured or on the insured's behalf. ALL OTHER TERMS, LIMITS, AND PROVISIONS OF THE POLICY REMAIN UNCHANGED. Form 2367 (06/10) Blanket Waiver of Subrogation Endorsement This endorsement modifies insurance provided by the Commercial Auto Policy, Motor Truck Cargo Legal Liability Coverage Endorsement, and/or Commercial General Liability Coverage Endorsement, as appears on the declarations page. All terms and conditions of the policy apply unless modified by this endorsement. If you pay the fee for this Blanket Waiver of Subrogation Endorsement, we agree to waive any and all subrogation claims against any person or organization with whom a written waiver agreement has been executed by the named insured, as required by written contract, prior to the occurrence of any loss. ALL OTHER TERMS, LIMITS AND PROVISIONS OF THE POLICY REMAIN UNCHANGED. 006213-1 1 2 3 4 THE STATE OF TEXAS 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 SECTION 00 62 13 PERFORMANCE BOND PERFORMANCE BOND Page 1 of 3 Bond No. 4485749 § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Armour Concrete, L.P. known as "Principal" herein and SureTec Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, The Shops at Presidio, LLC, authorized to do business in Texas ("Developer"), in the penal sum of, One hundred eighty-six thousand sixty-nine dollars and eighty-one cents ($186,069.81), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA25-0149; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 12th day of September 2025, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as The Shops at Presidio. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No.: 106379 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of 5 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statute. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 8 instrument by duly authorized agents and officers on this the 5th day of January 9 2026 10 PRINCIPAL: 11 Armour Concrete, L.P. 12 11450 U.S. Highway 380, Suite #130-235 13 Cross Roads, TX 76227 14 15 16 17 18 19 20 21 22 23 ATTEST: (Principal) Secretary BY: Signature Timothy Armour, President Name and Title Address: Armour Concrete, L.P. 24 11450 U.S. Highway 380, Suite #130-235 25 Cross Roads, TX 76227 26 27 Witness as to Principal 28 CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No.: 106379 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 (�WJJ j4A'a K oti r t n Vrfgece 13 Witness as to S 14 15 16 006213-3 PERFORMANCE BOND Page 3 of 3 SURETY: Name and Title Address: 2103 CityWest Blvd. Suite 1300 Houston, TX 77042 Telephone Number: 713,683,1475 17 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 18 from the by-laws showing that this person has authority to sign such obligation. If 19 Surety's physical address is different from its mailing address, both must be provided. 20 21 rya The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJEC7SCity Project No.: 106379 Revised January 31, 2012 SureTec Insurance Company RIDER TO BE ATTACHED TO AND FORM A PART OF PERFORMANCE AND PAYMENT BONDS BOND NO. 4485749 Wherein Armour Concrete, L.P. is named as Principal and SureTec Insurance Company, as Surety in favor of The Shops at Presidio, LLC as Obligee, in the amount of One Hundred Eighty -Six Thousand Sixty -Nine Dollars and 81 100 ($186,069.81) effective January 5, 2026 for The Shops at Presidio, CFA No. IPRC-0103/CPN 106379. WHEREAS, when this bond was executed The Shops at Presidio, LLC was named as Obligee, and WHEREAS, it is now desired that certain other parties be added as "Additional Obligees". NOW, THEREFORE, it is hereby understood and agreed that the following shall be considered as Additional Obligees under this bond: City of Fort Worth The foregoing, however, is subject to the following further provisions: (1) The Surety shall not be liable under this bond to the Obligees, or any of them, unless the said Obligees, or any of them, shall make payment to the Principal or Surety strictly in accordance with the term of said contract as to payments, and shall promptly perform all other obligations to be performed to by the Obligee under said contract at the time and in the manner therein set forth. (2) The Principal and the Surety shall not be liable to any one or to all of the Obligees in the aggregate in excess of the penal sum of the bond, to wit: $186,069.81, . Signed, and sealed this 5th day of January. 2026. Signatures on following page SIC AS Dual Obligee Rider rev 10_2021 Page 1 of 2 Principal: Armour Concrete, L.P. By. Signature Name: o l� evf Title: SureTec Insurance Company By: Signature Name: Francine Hay Attorney -in -Fact SIC AS Dual Obligee Rider rev 10_2021 Page 2 n6 2 POAH 4221114 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Kurt A. Risk, Sharen Groppell, Roxanne G. Brune, David R. Groppell, Beverly A• Ireland, Francine Hay, Gloria Marisol Villa, Michele L. Bondurant, Kourtney Reece, Brett Lomax Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: One Hundred Million and 00/100 Dollars ($100,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 4th day of August , 2025 . SureTec Insurance Company RAN sss,tiuurry��� ... tr�,ur ..9 4SEAL b1. y t$ By4-44� Michael C. Keimig, President ....... State of Texas County of Harris: On this 41h day of August , 2025 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written, -o•.,;.. JULIE E. MCCLARY Notary Public State of Texas e : G Commission # 12947680-5 y 1 ie E. McClary, Notary Public Commission Expires March 29, 2026 17 y commission expires 3/29/2026 We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the 5th day of January 2026 XBrAt "cretarV e Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221114 Forverincation of the authority of this Power you may calf (713)812.0800 on any business day between 9:30 AM and S:00 PM CST. Markel insurance Company 006214-1 1 SECTION 00 62 14 2 3 4 THE STATE OF TEXAS § 5 6 COUNTY OF TARRANT § PAYMENT BOND Page 1 of 3 Bond No. 4485749 PAYMENT BOND § KNOW ALL BY THESE PRESENTS: 7 That we, Armour Concrete, L.P. known as "Principal" herein, and 8 SureTec Insurance Com any , a corporate surety ( or 9 sureties if more than one), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 11 The Shops at Presidio, LLC, authorized to do business in Texas "(Developer"), in the penal sum of 12 One hundred eighty-six thousand sixty-nine dollars and eighty-one cents ($186,069.81), 13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 14 payment of which sum well and truly be made jointly unto the Developer and the City as dual 15 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities 19 Agreement, CFA Number CFA25-0149 and; 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 12th day of September , 2025 , which Contract is hereby 22 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 23 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 24 Work as provided for in said Contract and designated as The Shops at Presidio. 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall 26 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of 27 the Texas Government Code, as amended) in the prosecution of the Work under the Contract, CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No.: 106379 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 3 1 then this obligation shall be and become null and void; otherwise to remain in full force and 2 effect. 3 This bond is made and executed in compliance with the provisions of Chapter 2253 of 4 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 5 accordance with the provisions of said statute. 6 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 7 instrument by duly authorized agents and officers on this the 5th day of 8 January , 2026 E 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ATTEST: (Principal) Secretary Witnldss as o Principal PRINCIPAL: Armour Concrete, L.P. 11450 U.S. Highway 380, Suite #130-235 Cross Roads, TX 76227 BY: Signature Timothy Armour, President Name and Title Address: Armour Concrete, L.P. 11450 U.S. Highway 380, Suite #130-235 Cross Roads, TX 76227 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No.: 106379 Revised January 31, 2012 The Shops at Presidio 1 2 3 4 5 6 7 8 9 10 11 12 Kourtney Reece 006214-3 PAYMENT BOND Page 3 of 3 SURETY: Beverly A. Ireland. Attorney -in -Fact Name and Title Address: 2103 CityWest Blvd. Suite 1300 Houston, TX 77042 13 Witness as to S rety Telephone Number: 14 Email Address: Andrew. Nolan PMarkel.com 16 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 17 bylaws showing that this person has authority to sign such obligation. If Surety's physical 18 address is different from its mailing address, both must be provided. 19 20 The date of the bond shall not be prior to the date the Contract is awarded. 21 END OF SECTION 22 CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No.: 106379 Revised January 31, 2012 SureTec Insurance Company RIDER TO BE ATTACHED TO AND FORM A PART OF PERFORMANCE AND PAYMENT BONDS BOND NO. 4485749 Wherein Armour Concrete, L.P. is named as Principal and SureTec Insurance Company, as Surety in favor of The Shops at Presidio, LLC as Obligee, in the amount of One Hundred Eighty -Six Thousand Sixty -Nine Dollars and 81 100 ($186,069.81) effective January 5, 2026 for The Shops at Presidio, CFA No. IPRC-0103/CPN 106379. WHEREAS, when this bond was executed The Shops at Presidio, LLC was named as Obligee, and WHEREAS, it is now desired that certain other parties be added as "Additional Obligees". NOW, THEREFORE, it is hereby understood and agreed that the following shall be considered as Additional Obligees under this bond: City of Fort Worth The foregoing, however, is subject to the following further provisions: (1) The Surety shall not be liable under this bond to the Obligees, or any of them, unless the said Obligees, or any of them, shall make payment to the Principal or Surety strictly in accordance with the term of said contract as to payments, and shall promptly perform all other obligations to be performed to by the Obligee under said contract at the time and in the manner therein set forth. (2) The Principal and the Surety shall not be liable to any one or to all of the Obligees in the aggregate in excess of the penal sum of the bond, to wit: $186,069.81, . Signed, and sealed this 5th day of January. 2026. Signatures on following page SIC AS Dual Obligee Rider rev 10_2021 Page 1 of 2 Principal: Armour Concrete, L.P. By. Signature Name: o l� evf Title: SureTec Insurance Company By: Signature Name: Francine Hay Attorney -in -Fact SIC AS Dual Obligee Rider rev 10_2021 Page 2 n6 2 POAH 4221114 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Kurt A. Risk, Sharen Groppell, Roxanne G. Brune, David R. Groppell, Beverly A• Ireland, Francine Hay, Gloria Marisol Villa, Michele L. Bondurant, Kourtney Reece, Brett Lomax Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: One Hundred Million and 00/100 Dollars ($100,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 4th day of August , 2025 . SureTec Insurance Company RAN sss,tiuurry��� ... tr�,ur ..9 4SEAL b1. y t$ By4-44� Michael C. Keimig, President ....... State of Texas County of Harris: On this 41h day of August , 2025 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written, -o•.,;.. JULIE E. MCCLARY Notary Public State of Texas e : G Commission # 12947680-5 y 1 ie E. McClary, Notary Public Commission Expires March 29, 2026 17 y commission expires 3/29/2026 We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the 5th day of January 2026 XBrAt "cretarV e Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221114 Forverincation of the authority of this Power you may calf (713)812.0800 on any business day between 9:30 AM and S:00 PM CST. Markel insurance Company 00 62 19 - 1 MAINTENANCE BOND Page 1 of 4 1 SECTION 00 62 19 Bond No. 4485749 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Armour Concrete, L.P. , known as "Principal" herein and 9 SureTec Insurance Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether 11 one or more), are held and firmly bound unto the Developer, The Shops at Presidio, LLC, 12 authorized to do business in Texas ("Developer"), in the sum of One hundred eighty-six 13 thousand sixty-nine dollars and eighty-one cents ($186,069.81), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly 15 be made jointly unto the Developer and the City as dual obligees and their successors, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 21 CFA Number CFA25-0149; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 12th day of September 2025, which Contract is hereby referred to and a made part 24 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 25 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 26 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said 27 Contract and designated as The Shops at Presidio; and 28 CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 106379 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 4 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 7 receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period. {7 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 11 any defective Work, for which timely notice was provided by Developer or City, to a completion 12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 13 full force and effect. 14 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being 18 borne by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 25 recoveries may be had hereon for successive breaches. 26 CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 106379 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 4 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 5th day of January 3 2026 4 PRINCIPAL: 5 Armour Concrete, L.P. 6 11450 U.S. Highway 380, Suite #130-235 7 Cross Roads, TX 76227 8 9 10 11 ATTEST: 12�- 13 (Principal) Secretary 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Witness as to Principal BY: =::;2 Signature Timothy Armour, President Name and Title Address: Armour Concrete, L.P. 11450 U.S. Highway 380, Suite #130-235 Cross Roads, TX 76227 SURETY: SureTec Insurance Company BY: Signatur Beverly A. Ireland, Attorney -in -Fact — Name and Title CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 106379 Revised January 31, 2012 1 2 3 4 0' P 4 wl'i 1i Kourtney Reece 6 Witness as to S ret 7 8 9 006219-4 MAINTENANCE BOND Page 4 of 4 Address: 2103 CityWest Blvd. Suite 1300 Houston, TX 77042 Telephone Number: 713.683.1475 Email Address: Andrew. Nolan@Markel.com 10 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 11 from the by-laws showing that this person has authority to sign such obligation. If 12 Surety's physical address is different from its mailing address, both must be provided. 13 14 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH The Shops at Presidio STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 106379 Revised January 31, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Defmitions and Terminology....................................................................... 1.01 Defined Terms............................................................................................ 1.02 Terminology............................................................................................... Article 2 — Preliminary Matters................................................................................................ 2.01 Before Starting Construction............................................................................... 2.02 Preconstruction Conference................................................................................. 2.03 Public Meeting..................................................................................................... Page .....................1 .....................1 ..................... 5 ...................... 6 ...................... 6 ...................... 6 ...................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................1.2 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: :********************************************************************************************,*,*,*,*,""*********,*,*,*,**25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work.......................................................................................................................30 11.05 City May Stop the Work.............................................................................................................30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work.................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................ 33 Article 14 - Miscellaneous ..................................... 14.01 Giving Notice ..................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ....................... 34 ....................... 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations.. 14.05 Headings ......................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ............... 35 ............... 35 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the defmition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds 1. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at S: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are 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. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.041) of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE b. Each Occurrence:: NONE 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. 0 Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. © Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the llth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a parry in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such 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. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final -Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 106379 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 106379 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 106379 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 11191R11Z111a1Mi i 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/Z inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work L Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> m Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 W 3 4 01 35 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 EXHIBIT B FORT WORTH DOE NO. XXXX project Natee: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.:106379 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] [! .- LS /\ ION I 010r.10161u /V 151.E /\ w el -Iu 110 rn If.`l1►1411 a lk-1 117 I 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised JULY 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than I acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 04WIX110M014111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.2ov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I . Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1. 10 DELIVERY AND HANDLING A. Delivery Requirements l . Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 0171 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 0133 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As -built Redline Drawing Submittal CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements signed and sealed by Registered Professional Land 3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 4 — Survey Staking Standards) . 5 2. Contractor shall submit the proposed as -built and completed redline drawing 6 submittal one (1) week prior to scheduling the project final inspection for City 7 review and comment. Revisions, if necessary, shall be made to the as -built redline Is drawings and resubmitted to the City prior to scheduling the construction final 9 inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 14 2. Coordination 15 a. Contact City and Developer's Project Representative at least one week in 16 advance notifying the City of when Construction Staking is scheduled. 17 b. It is the Contractor's responsibility to coordinate staking such that 18 construction activities are not delayed or negatively impacted. 19 3. General 20 a. Contractor is responsible for preserving and maintaining stakes. If City 21 surveyors or Developer's Project Representative are required to re -stake for 22 any reason, the Contractor will be responsible for costs to perform staking. If 23 in the opinion of the City, a sufficient number of stakes or markings have been 24 lost, destroyed disturbed or omitted that the contracted Work cannot take place 25 then the Contractor will be required to stake or re -stake the deficient areas. 26 B. Construction Survey 27 1. Construction Survey will be performed by the Contractor. 28 2. Coordination 29 a. Contractor to verify that horizontal and vertical control data established in the 30 design survey and required for construction survey is available and in place. 31 3. General 32 a. Construction survey will be performed in order to construct the work shown 33 on the Construction Drawings and specified in the Contract Documents. 34 b. For construction methods other than open cut, the Contractor shall perform 35 construction survey and verify control data including, but not limited to, the 36 following: 37 1) Verification that established benchmarks and control are accurate. 38 2) Use of Benchmarks to furnish and maintain all reference lines and grades 39 for tunneling. 40 3) Use of line and grades to establish the location of the pipe. 41 4) Submit to the City copies of field notes used to establish all lines and 42 grades, if requested, and allow the City to check guidance system setup prior 43 to beginning each tunneling drive. 44 5) Provide access for the City, if requested, to verify the guidance system and 45 the line and grade of the carrier pipe. CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 d) Fire hydrants 2 e) Valves (gate, butterfly, etc.) 3 f) Air Release valves (Manhole rim and vent pipe) 4 g) Blow off valves (Manhole rim and valve lid) 5 h) Pressure plane valves 6 i) Underground Vaults 7 (1) Rim and flowline elevations and coordinates for each 8 Underground Vault. 9 3) Sanitary Sewer 10 a) Cleanouts 11 (1) Rim and flowline elevations and coordinates for each 12 b) Manholes and Junction Structures 13 (1) Rim and flowline elevations and coordinates for each 14 manhole and junction structure. 15 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 1. Recovery of relevant control points, points of curvature and points of intersection. 22 2. Establish temporary horizontal and vertical control elevations (benchmarks) 23 sufficiently permanent and located in a manner to be used throughout construction. 24 3. The location of planned facilities, easements and improvements. 25 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 26 areas, utilities, streets, highways, tunnels, and other construction. 27 b. A record of revisions or corrections noted in an orderly manner for reference. 28 c. A drawing, when required by the client, indicating the horizontal and vertical 29 location of facilities, easements and improvements, as built. 30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 31 construction staking projects. These cut sheets shall be on the standard city template 32 which can be obtained from the Survey Superintendent (817-392-7925). 33 5. Digital survey files in the following formats shall be acceptable: 34 a. AutoCAD (.dwg) 35 b. ESRI Shapefile (.shp) 36 a. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 37 standard templates, if available) 38 6. Survey files shall include vertical and horizontal data tied to original project 39 control and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 A. Tolerances: 2 1. The staked location of any improvement or facility should be as accurate as 3 practical and necessary. The degree of precision required is dependent on many 4 factors all of which must remain judgmental. The tolerances listed hereafter are 5 based on generalities and, under certain circumstances, shall yield to specific 6 requirements. The surveyor shall assess any situation by review of the overall plans 7 and through consultation with responsible parties as to the need for specific 8 tolerances. 9 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 11 1.0 ft. tolerance. 12 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 13 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 14 walkways shall be located within the confines of the site boundaries and, 15 occasionally, along a boundary or any other restrictive line. Away from any 16 restrictive line, these facilities should be staked with an accuracy producing no 17 more than 0.05ft. tolerance from their specified locations. 18 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 19 electric lines, shall be located horizontally within their prescribed areas or 20 easements. Within assigned areas, these utilities should be staked with an 21 accuracy producing no more than 0.1 ft tolerance from a specified location. 22 e. The accuracy required for the vertical location of utilities varies widely. Many 23 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 24 should be maintained. Underground and overhead utilities on planned profile, 25 but not depending on gravity flow for performance, should not exceed 0.1 ft. 26 tolerance. 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 28 specifications or in compliance to standards. The City reserves the right to request a 29 calibration report at any time and recommends regular maintenance schedule be 30 performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3.1.A. 33 2. Vertical locations shall be established from a pre -established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field work shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monuments 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3' parry contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility for accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 25 26 27 28 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction 2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH The Shops At Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised February 14, 2018 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page I of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] If6iiiil_\:i 7_A►f11\CIII Ili1.`1 0I 7I PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH The Shops at Presidio STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106379 Revised April 7, 2014 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 Art Mt, Da a, d� PnP CMS Snrrin—inns Description Design Concrete Class A Sidewalk, ADA Ram s, Driveways, Curb/Gutter, Median Pavement 1/14/2026 132 l3 13 Mix Design AM Corp 1071 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6%Air 4/3/2025 32 13 20 Mix DesignBigTown Concrete 2211 3000 psi 3-5" Slump; 3-6%Air 7/16/2025 32 1320 Mix Design Big Town Concrete 22113 With 30% Slag 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Designrn Buco Texas 30U101AG 3000 psi 3-5" Slump; 3-6%Air 4/l/2024 32 1320 Mix Design Burnco Texas. 30U500BG 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix DesignCarder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502021 3500 s 3-5"Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% Au 4/28/2025 32 1320 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 132 1320 Mix Daiga City Concrete Company 30HA2011 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Desin Cow Town Redi Mix 250 3000 psi 3-5" Slum 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 20 Mix Desig, Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design Holcim/ Amrize 1261 3000 psi 3-5" Slump; 3-6% Air 9/23/2024 32 13 20 Mix Design Holcim/ Amrize 5177 3000 psi 3-5" Slump; 3-6%Air 5/8/2025 32 13 20 Mix Design Holcim/ Amrize 530WA-Tl 3000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 U 20 Mix Dig, Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta P2136214 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 20 Mix Design Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6%Air 4/l/2023 32 1320 Mix Design Martin Marietta R2136N14 3000 psi 3-5" Slump; 3-6%Air 6/l/2023 32 13 20 Mix Design Martin Marietta R2136R20 3000 psi 3-5" Slump; 3-6%Air 6/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3000 psi 3-5" Slump; 3-6%Air 11/2/2022 32 13 20 Mix Design Martin Marietta R2141K24 4000 psi 3-5" Slump; 3-6% Air 4/7/2023 321320 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Desi&n Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 1320 Mix Design Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump: 4.5-7.5%Air 5/9/2025 32 13 20 Mix Design Martin Marietta R2136RI4 3000 psi 3-5" Slump; 3fi %Air 10/4/2023 132 1320 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6 % Air 10/4/2023 32 1320 Mix Design NBR Ready Mix CLS A -NY 3000 psi 3-5" Slump; 3-6% Air 7/1012023 32 13 20 Mix Design Osbum 30A50MR 3000 psi 3-5"Slum;.3-6%Ai, l/ 18/2023 32 1320 Mix Design Rapid Redi Mix RRM5020A. 3000 psi 3-5" Slump;.3-6% Air 1/24/2023 32 1320 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6%Air 12/22/2025 32 13 20 Mix Design Rapid Redi Mix 3250AL With 50 % Slag 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 1320 Mix Design SRM Concrete 30850 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6%Air 10/24/2024 321320 Mix Design SRM Concrete 30350 3000 psi 3-5"Slump; 3-6%Air 10/I8/2024 32 13 20 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 3-5"Slump; 3-6%Air 1/9/2026 32 13 20 Mix Design SRM Concrete 36822 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 132 1320 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3fi% Air 9/9/2022 32 1320 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6%Air 10/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slum.; 3-6%Air 9/9/2022 32 1320 Mix Design Titan Read Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13211 Mix Desi True Grit Redi Mix 0250.230 3000 s 3-5" Slump, 3-6% Air 9/9/2022 32 1320 Mix Des' True Grit Redi Mix 0250.2301 3000 si 3-5" Slum ; 3-6 % Air 11/17/2025 32 1320 Mix Design True Grit Redi Mix 450.230 With 30% Slag3000 s 3-5" Slum ; 3-6%Air Clnss CIP (inlets Mnnhnlec-.function Rnrres- Encasement- Rlnekino- CnllnrS- (9—nd Fnntina Pedestal Pole Fnundatinns—Reference Detail 34 41 10-D605A)1 9/9/2022 l3 13 is Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3%Air 9/9/2022 13 13 Mix Design Bunco Texas 40U500BG 4000 s 3-5" Slump; 3-6%Air 8/21/2025 13 13 Mix Design Burnco Texas 36U500BG 1" 20% MRWR AIR (Lighting and Siegal Footing Foundation) 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 U 13 Mix Design Chisholm Trail Redi Mix CT6020A 3600 s 3-5" Slump; 3-6% Air 4/28/2025 13 13 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump-, 3-6% Air 4/28/2025 13 l3 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6%Air 8/4/2025 13 13 Mix Design Chisholm Trail Redi Mix CTFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 255-2 3000 s 3-5" Slump; 3-6% Air 9/9/2022 321313 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slum ; 3-6%Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 l3 13 Mix Desi Cow Town Redi Mix 370 5000 s 3-5" Shoup; 3-6% Air 9/9/2027 I3 13 Mix Design Cow Town Redi Mix 353 3000 si 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design IM�x�Dcsjgn Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air 5/7/2025 13 13 Mix Design Cow Town Redi Mix 265-4'_ 4200 ppsi 3-5" Slump; 3-6%Air 3/3/2026 3000 Mix Design Estrada Ready Mix R3555AESC 3500 psi 3-5" Slump; 3-6%Air 2/7/2025 l3 13 Mix Design Holcim/ Amrize 1701 4000 s 3-5" Slump; 3-6%Air 2/7/2025 13 13 Mix Design Holcim/ Amriu 1551 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Desi Holcim/ Armize 5409 4000 psi 3-5" Slump; 3-6%Air 8/14/2025 1313 Mix Design Holclm/Amrize 540WA-TI With 20% Fly Ash and 30%. Slag 4000 s 3-5"Slump; 3-6%Air 4/27/2023 13 13 Mix Desi Liquid Stone C361DNFA 3600 s 3-5" Slump; 3-6%Air 9/9/2022 13 13 Mix Desi Martin Marietta R2141230 4000 si 3-5" Slump; 3-6% Air 8/4/2023 13 13 Mix Desi Martin Marietta R2141R24 4000 s 3-5" Slump; 3-6%Air 11/20/2023 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 1313 Mlx Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6%Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 ... Clp (�rrre 1( 'i) 9/9/21122 32 13 13 Mix Desin Marlie Marieua R214-3 3 3600 n i" Slomp; 4.5-7.5"%Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 32 l3 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 l3 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6%Air 5/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6%Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6%Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air 9/12/2023 32 13 13 Mix Design n NBR Ready Mix CLS PI-YY 4000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13MDes,Design NBR Read Miz TX C-NY 3000 psi 3-5" Slump; 3-6"/o Air 1/18/2023 32 13 13sign Ra id Rdi Mix RRM5320A 3000 psi 3-5" Slum 3-6% Air 1/18/2023 32 13 13esi Ra id Redi Miz RRM6020ASS 4000 si 3-5" Slum ; 3-6%Air 10/24/2024 32 13 13esign SRM Concrete 40350 4000 si 3-5" Slump; 3-6%Air 10/24/2024 32 13 13esin SRM Concrete 40850 4000 psi 3-5" Slum ; 3-6%Air 9/16/2024 32 13 13esin SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13esi SRM Concrete 36850 3600 psi 3-5" Slum ; 3-6%Air 11/24/2025 03 3000esign SRM Concrete 45852 4500 si 3-5" Slump; 4.5-7.5% Air 2/27/2026 32 l3 13esi SRM Concrete 35850 With20%FI Ash 3500 si 3-5"Sl;3-6^/oAir9/9/2022 321313esign Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-(i% Airl0/l0/2022 32 l3 l3esi Taaant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6^/o Air 2/25/2026 32 13 13 Mix Design True Grit Redi Mix 1450.230CIP I With 30% Slag 3000 psi 13-5" Slump; 3-6%Air Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 3141 10-D605) 8/21/2025 3213WDesign Design Burnco Texas 40U502BG 1"20%HRWR AIR 3600 s 6-8"Slump; 3-6%Air 6/21/2023 32 13Design Cow Town Redi Mix 360-DS 3600 s 5.5-7.5" Slum ; 3-6%Air 3/12/2026 3213Desi Cow Town Redi Mix 360-2DS 3600 psi 5.5-7.5"Slum;0-3%Air 10/30/2024 32 13Design Estrada Ready Mix R36575AEWR 3600 s 5.5-7.5" Slum ; 3-6% Air 9/11/2025 3213Desi Gonzalez Brothers P6020LA 3600 si 5.5-7.5"Slump; 3-6%Air 12/5/2022 3213Design Holcim/Amrize 1822 3600 psi 5.5-7.5"Slum;0-3%Air 9/9/2022 32 13Desin Holeiod Amrize 1959 4000 si 5.5-7.5" Slum ; 3-6%Air 1/14/2026 3213 Desi City Concrete Comany 36LA2011-MR With 20%Fl. Ash 3600s 5.5-7.5"Slum;3%Air 4/7/2023 32 13 Desi Liquid Stone C361 DHR 3600 si - -7.5" Slum ; 3-6% Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 si 5-7" Slump; 3-6%Air 6/27/2023 122 13 I3 Mix Desin Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air 5/9/1025 32 13 13 Mix Design Martin Marietta 1121461141 3600 psi 5-7" Slump; 3-6% Air 8/22/2024 132 13 13 1 Mix Design NBR Read Mix 135K2524 1 3600 psi 5.5" Slump; 3-6% Air 8122/2024 132 13 13 INC. Design NBR Ready Mix 135K0524 1 3600 psi 5.5" Slump; 3-6% Air Class C (Headwalls- Wing walls- Culverts) 9/9/2022 132 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6%Air 2/24/2026 03 30 00 Mix Design Chisholm Trail Redi Mix CT7020A With 20% Fly Ash 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desi n City Concrete Com an 40LA2011 4000 si 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 si 3-5"Slump: 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 l3 13 Mix DesignCow Town Redi Mix 260-1 3600 s 3-5" Slump: 3-6%Air 8/11/2025 32 13 13 Mix DesignCow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6"Slum:3-6%Air 8/11/2025 32 13 13 Mix Design Cow T—Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 si 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix DesignGCH Concrete Services GCH4000 4000 psl 3-5" Slump; 3-6% Air 4/l/2023 1321313 Mix Design Martin Marietta 310LBP 3600 psi 3-5"Shm;4-7%Air 8/30/2023 32 13 13 Mix Desin Martin Marietta R2.141R30 4000 s 3-5" Slum ; 3-6%Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air 3/10/2026 03 30 00 Mix Design NBR Ready Mix TX-C-YY 3600 si 3-5"Slump: 3-6%Air 3/10/2026 03 30 00 Mix Design NBR Ready Mix TX-C-NY 3600 si 3-5" Slump: 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 Psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6%Air 3/6/2026 03 30 00 Mix Desi SRM Concrete 45350 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5"Slnmp; 3-6%Air 2/26/2026 03 30 00 Mix Designg True Grit Redi Mix 455.230C With 30% Slag3600 s 3-5" Slum ; 3-6%Air Class P (Machine Placed Paving) 4/3/2025 132 13 13 Mix Design Bi Town Concrete 4511 3600 psi I-3" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Desi Bi Town. Concrete 4411 3600 psi 1-3" Slump; 3-6%Air 6l30/2025 32 13 13 Mix Desi Big Town Concrete 5211 With 20% Fly Ash 4000 psi I-3" Slump; 3-6 %Air 6/30/2025 30 13 13 Mix Desi Bi Town Concrete 52113 With 30^/o Slag 4000 p s 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi I-3" Slump; 3-6 % Air 9/30/2025 301313 Mix Desi Bumco Texas 40U553BG I"20%MRWR AIR 4000 s 1-3"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desi Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6%Air 11/6/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 132 13 13 Mix Design City Concrete Company 36LA2011 3600 s 1-3" Slum ; 3-fi^/^ Air 9/9/2022 33 13 13 Mix Design Cow Town Redl Mix 257-M 3600 psi I-3" Slump; 3-6%Air l 1/l4/2022 1321313 Mix Design Cow Town Redi Mix 357-M 3600 i 1-3"Slnm:3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 s1 I-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desi Cow Town Redi Mix 360-M 4000 sr 1-3" Slump: 3-6%Air 2/6/2024 32 13 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3"Slump; 3-6%Air 5/12/2025 32 13 13 Mix Design Holcim/Amrize 1703 4000 psi 1-3"Slump; 3-6%Air 10/3/2025 32 1313 Mix Design Holcim/ Amrize 5405 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Desi Martin Marietta Q2141R27 4000 si 1-3" Slum ; 3-6% Air 11/2/2022 321313 Mix Design Martin Marietta IQ214IK30 4000 psi 11-3"Slump; 3-6%Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 5/5/2025 32 13 13 Mix Design Martin Marietta Q214IN27 4000 psi 1-3" Slump; 3-6% Air 1/23/2026 32 13 13 Mix DesignMartin Marietta Q2t46K33 4000 s 1-3"Slump: 3-6%Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6%Air 10/4/2023 32 13 13 Mix DesignNBR Read Mix TX C SF -NY 3600 psi 1-3" Stomp; 3-6%Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50%Slag. 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Desi SRM Concrete 40068 4000 psi 1-3" Slump; 3-6 %Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6%Air 9Y1612024 32 13 13 Mix DesignSRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6%Air 10/18/2024 32 B 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air 6/5/2025 32 l3 13 Mix DesignSRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-0OOOMP 20% With 20% Fly Ash 4000 s 1-3"Slump; 3-6%Air 7/21/2025 32 13 13 Mix DesignSINACOLA 24011.400OW Straight Cement 4000 psi 1-3"Slump; 3-6%Air 2/3/2026 32 13 13 Mix Design Sunrise Redi Mix 1451 4000 psi 1-3" Slump: 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 6 1-3"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 s 1-3" Slump; 3.5-6.5 % Air 9/9/2022 32 13 13 Mix DesignTrue Grit Redi Mix 0260,2302 4000 psi 1-3" Slump; 3.5-6.5%Ass 6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air 6/23/2025 32 t3 13 Mix DesignTrue Grit Redi Mix 360230M 4000 psi 1-3" Slump; 3-6%Air 1/2/1900 32 13 13 Mix Design True Grit Redi Mix 1455.230M I With 30% Slag 3600 psi 11-3" Slump; 3-6%Air Class H (Hand Placed Pavine- Vallev Gutterl 9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6%Air 5/2/2023 32 l3 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 l3 13 Mix Design Bi Town Concrete 6211 4500 psi 3-5" Slump; 3-6%Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump;.3-6% Air 4/5/2025 33 13 13 Mix DesignHi Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air 7/16/2025 321313 Mix DesignBig Town Concrete 62113 With 30%Slag 4500 s 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Butnco Texas 45U500BG 4500 psi 3-5" Slump; 3-6%. Air 9/30/2025 331313 Mix Design Bunco Texas 45UIOOAG 4000 s 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5"Slump; 3-6%Air 4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW15520A 4500 s 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Dcsi Ci Concrete Com an 45NA2011 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1313 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Desi Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6 % Air 1/29/2024 32 13 13 Mix Design Estrada Read. Mix R4560AEWR! 4500 psi 3-5" Slump; 4-G°o Air 9/9/2022 32 13 13 Mix Desi GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air 10/4/2024 32 13 13 Mix DesignHolcim/ Amrim 5507 4500 s 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix De Holcim/ Amrize 1851 4500 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 13 Mix Design Amrizc/Hocim 545WA-Tl 4500 s 3-5"Slump; 3-6%Air 4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6%Air 11/2/2022 132 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6%Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6%Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2.146N36 4500 psi 3-5" Slump; 3-6%Air 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 32 l3 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6%Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Slump-, 3-6% Air l l/I5/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" Slump; 3-6%Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5%Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump: 3-6%Air 9/9/2022 32 13 13 Mix Desi o Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 B 13 Mix Design Martin Marietta P2146042 4500 psi 3-5" Slump, 3-6%Air 6/3/2025 32 13 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air 1/29/2026 32 13 13 Mix Design Martin Marietta R2146R43 4500 psi 3-5" Slump; 3-6 % Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air 10A/2023 32 13 13 Mix Design NBA Ready Mix. CLS P2-NY 4500 psi 3-5" Slump: 3-6 % Air 7/10/2023 32 13 13 Mix Design Osborn 45A60MR 4500 psi 3-5" Slump; 3-6% Air IY24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6%Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5" Slump; 3-6% Air 2/7/2025 132 13 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air 5/23/2025 32 13 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6%Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45950 With 20% Fly Ash 4500 psi 3-5" Slnm ; 3-6%Air 10/19/2024 32 1313 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-fi°10 Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500BP 20% With 20% Fly Ash 4500 psi 3-5"Slump; 3-6%Air 7/21/2025 32 t313 Mix Design SINACOLA 240I1-4500HP Straight Cement 4500 psi 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020ABF 4500 psi3-5"Slum :3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Tarrant Concrete TCFW6020ABP 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1313 Mix Design True Grit Redi Mix 0260.2301 4500 p s 3-5" Slump; 3-6 % Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air 6/12/2025 32 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6% Air 6232025 32 l3 13 Miz Desi True Grit Redi Mix. 365.230H 4500 si 3-5" Slum : 3-6% Air 10/9/2024 32 13 13 1 Mix Design I Wildcatter 14520AI 1 4500 psi 3-5" Slump; 3-6%Air Page 3 of 6 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 Class IlEs diioh Farl, Slrenplh Pavilwt 9,9"0_" 32 13 13 Mix Dcsi u BiuD Cuncretc 14500AE I 4500psi 3-5" Slump; 3%<Air 12/10/2025 32 13 13 Mix Design Burnco Texas 70U100AG I day average comp strength>4000 psi 7000 psi 3-5"Slump; 3-6%Air 11/18/2025 32 13 13 Mix DesignChisholm Trail Redi Mix CTTX70AHES 2600 @24 hrs and/or 3000 @72hrs;4500@28 days 3-5" Slump; 3-6% Air 2/24/2026 3213 13 Mix Design Chisholm Trail Redi Mix CT75AHES 3000 psi @ 24 he= and 5000 psi @ 28 days 3-5" Slump; 3-6% Air 9/9/2022 321313 Mix DesignCow Town. Redi Mix 370-INC 4500 d 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix DesignCow Toxm Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air 1/18/2023 3213 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix DesignEstrada Read Mix 4575AESC 4500 psi / 3000 sr 3 days3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Holcim/ Amrim 2125 5000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix DesignLiquid Stone C45lDHR-A 4500 psi 3-5" Slump; 3-6%Air 4/7/2023 32 13 13 Mix Design Martin Marietta R2161 K70 6000 psi / 3000 psi @ 24hrs. 3-5" Slump; 3-6%Air 2/10/2023 32 13 13 Mix DesignSRM Concrete 50310 5000 psi 3-5" Slump; 3-6%Air 2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days3-5" Slump; 3-6% Air 2/3/2026 32 13 13 Mix DesignSunrise Redi Mix 1477 3 dayaveragecom stren th>3000 psi 5500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix DesignTarrant Concrete FW7520AMR 4500 psi / 3000 si (rJ 3 days 3-5" Slump; 3-6%Air 3/30/2026 32 13 13 Mix esign True it Redi Mix 370.230HES 4500 psi /3000 psi 24 hm 3-5" Slum.; 3-6%Air Class S (Bridge Slabs. Ton Slabs of Direct Traffic Culverts. Annroach Slabs) 2/24/2026 103 3000 Mix Design Chisholm Trail Redi Mix CT7020A With 20% Fly Ash 5000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cr- Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6"Slump; 3-6%Air 5/N2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5%Air 4/I/2023 32 1313 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air 8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6° o Air 4/ 15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slum; 3-6% Air 4/ 15/2024 32 13 13 Mix Design NBR Ready Mix I TX S-YY 4000 psi 13-5" Slump; 3-6% Air 4/5/2025 1321313 Mix DesignSRM Concrete 49150 With 20%FI Ash 4000 si 3-5"Slum ;3-6%Air 4/5/2025 32 13 13 Mix Desi n SRM Concrete 40350 4000 s 3-5" Slum : 3-6%Air 3/6/2026 03 30 00 Mix Desi SRM Concrete 45350 4500 psi 3-5" Slump; 3-6%Air 5/5/2023 132 13 13 Mix Design I SRM Concrete IDIO0008553CB 1 4000 psi 13-5" Slump: 3-6 % Air Concrete Base Trench Renoir 4/1/2023 10334 16 1 Mix Design Bumco Texas IOYli50BF 1000 psi Flowable; 8.5-11.5%Air 2/1/2022 033416 Mix Design Burnco Texas 08Y450BA 800 s 5-7"Slum.; 3-6%Air 12/19/2025 03 34 16 Mix Desi n Cow Town Redi Mix 330-SB 750 si 5.5-8.5" Slum ; 5-I5% 9/30/2025 10334 16 MixDesi Martin Marietta YN81O001 750 s 8-12" Slum ; 5-10%Air 12/26/20251033416 Mix DesignSRM Concrete 915 750 si Flowable; 3-6% Atr Controlled Low Strength Material (Flowahle Filll 2/7/2025 033413 Mix Design Bumco Texas OI Y690BF 100 psi Flowable; 9.5-11.5%Air 5/19/2025 413 Mix Desi. n Bumco Texas OIZ180AF 100 psi Flowable; 9.5-11.5%Air 11/18/2025 413 Mix Design Bureau Texas OIZ40113F SAND 25%MRWR 17%AIR FLOW FILL too s psi Flowable; 17+/-1.5%air 9/9/2022 033413 Mix Design Carder Concrete FWCC359101 50-150 3-5" Slump; 8-12% Air 9/9/2022 4 13 Mix Design Carder Concrete FWFF237501 50-I50 Flowable; 8.5-11.5%Air 8/4/2025 033413 Mix Desi n Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0%, Air 12/26/2025 033413 Mix Design Chisholm Trail Redi Mix. CTFWC'LSM 100-I50 s 5-7" slump; 8.5-I L5%Air 9/9/2022 4 13 Mix Design CityConcrete Company 1 I-350-FF 50-150 psi Plowable; 8-12 % Air 9/9/2022 4 13 Mix Design Cow Town Redi Mix 9 70 psi 7-9" Slump; 8-11%Air 9/9/2025 4 13 Mix Design Cow Town Redi Mix 10 Min 50 psi Min 9" Slump; ]0-20% Air 5/12/2025 34 13 Mix Desi Holum/ Amrim 3741 100 psi Flowable; 12.0-24.U%Air 8/4/2025 033413 Mix Design H.Ieim/ Annie 901 100 psi 9-11" Slump; 10-30% Air 8/14/2025 34 l3 Mix Design Holcim/ Amrize 904 150 s 9-11" Slump; 10-30% Air 2/27/2026 033413 Mix Design Holemn/ Aran. 3747 150 psi Flowable; 12.0-24.0% Air 9/11/2025 033413 Mix Design Martin Marietta FLOW25A 150 psi 8"-12" Slump; 10%Air 10/4/2023 3413 Mix Design NBR Read Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air 2/7/2025 033413 Mix Design SRM Concrete 910 150 s Flowable; 8-12%Air 12/26/2025 34 13 Mix Design SRM. Concrete 900 100 psi Flowable; 10.30% Air 9/9/2022 3413 Mix Desi Tarrant Concrete FWFF150CLSM 50-I50 si Flowable;8-12%Air Concrete Ri Ra 4/l/2023 31 3700 Mix Deaigu Mardi Marietta R2141030 4100 psi 3-5" Slump; 3-6% Air 4/1/2023 31 3700 Mix Desi n Martin Marietta R2146033 4000 psi 3-5" Slum : 3-6%Air Cement- Stabilized Sand CSS 11/21/2025 330510 Mix Desin Bumco Texas 04Z50013A SAND 20%MRWR 17%AIR FLOW FILL 250 p,a Flowable; 15.5-18.5%Air Asphalt Paving 9/9/2022 132 1216 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FTIBI39965 F"CIB139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Deai Austin As halt FTIB117.2 FTIB117.2 PG64-22 Type B Fine Base 5/1/2024 3212 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course 9/9/2022 32 l2 16 Mix Design Re olds As halt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 32 l2 16 Mix Design Reynolds As halt 1612B 1612B PG64-22 Type B Fine Base 4/4/2025 32 12 16 Mix Desi Reynolds As halt 2315E 2315B PG64-22 Type B Fine Base l2/5/2022 33 I2 16 Mix Design Sunmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base. 9/9/2022 32 12 16 Mix DesignSunmount Paving 341-BRAP6422ERC, 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 T e B Fine Base 9/9/2022 32 12 16 Mix Desi TXBIT 44-211305-17 44-211305-17 PG64-22 T e B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 2I1305 (1757) 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix DesignTXBIT 64-224125-18PG 64-224125-18 PG70-22 Type D Fin, Surfaee 4/l /2024 32 I2 16 Mix Design I TXBIT 1344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface ( CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 Deteclahle )NAruin9 Surface 9/9/30_' 32 13 20 DWS - Pavers Pine hall Brink ( Winston Salem, NC) Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 13 20 DWS - Com .site Armor Tile 9/9/2022 32 1320 DWS- Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 13 20 DWS-Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers 10/16/2025 321320 DWS- Pavers EQUALTH.E EqualTile Brick Pattern Wet -Set Replaceable 10/16/2025 32 13 20 DWS - Pavers EQUALTH.E E ua1TOc Cast -In -Place Re lao.ble Silicone Joint Sealant 9/9/2022 132 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant Tremw 900SL 900SL - Cold Applied. Sin le I—— Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant Pecora 1300SL 300SL - Cold Applied. Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Cmfeo I RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 ITti itv Trench Fmhedment Land 9/9/2022 3305 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 919/2022 3305 10 Embedment Sand Crouch Materials UtilityEmbedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dot Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand AST. C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 133 05 13 Manhole Frames and Covers A —Cast (Govind Steel Company, LTD) MHRC #220605 MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M366 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) NF-1743-LM (Hinged) (Size - 32" Dist.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundr NF-1930-30 NF-1930-30 (Size - 32.25" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 2/13/2026 3305 13 from l Manhole lid and Neenah Foundry Part number 101560 and 12940110 Size- 24" Die clear opening AASHTO M306 H-20 4/3/2019 33 05 13 Manhole Frames and Cov SIP Industries++ 2279ST 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 019 3305 13 Manhole Frames and Cov SIP Industries++ 2280ST 228DST (Size -32" Dia.) ASTM A48 AASHTO M306 2020 r 33 05 13 Manhole Frames and Cov EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A E11033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 02433 OS ]3 �Ctrrb Cmb Inlet Covers SIP IndusMes ++ 22967 2296T (Size-***24" Dia.) ASTM A48 AASFTTO M306 2024 33 05 13 Inlet Covers SIP Industries++ 12179STN 12279STN Size - 24" Dia.) ASTM A48 AASHTO M306 rvore. nnnew aeveropmertrana rtew msrattanon ma.. —ass soon meerme.....r....penmg ragn—, span)reamutyapecr)rcanon-."nny smanrnp'—g saes—antyoe anonm)or—..gma..—roar regmrerepmremenr)rames... -vacs Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 334920 Curb Inlets Fonterra FRT-10.3-405-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 334920 Curb Inlets Fonterra FRT-I Ox3-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 334920 Cmb Inlets Fonterra FRT-1 Ox4.5-407-PRECAST** (Si,, - 10' X 4.5') ASTM C913 10/8/2020 334920 Curb I.Iets Fonterra FRT-1 Ox4.5A20-PRECAST** (Size - 10' X 4.5') ASTM C913 I0/8/2020 333920 Manhole Fonterra FRT-4X4-409-PRECAST-TOP(Size -4'X4') ASTM C9l3 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 10/82020 333920 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT.6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/20201333920 Manhole Fonterra FRT-6X6-41 I -P RECAST -BASE (Size - 6' X E) ASTM C913 3/19/2021 334920 Curb Inlets Thompson Pipe Group TPG-1 OX3-405-PRECAST INLET"* (Size- I O' X 3') ASTM 615 3/19/2021 334920 Curb Inlets Thompson Pipe GroupTPG-15X3-405-PRECAST INLET** (Size - I5' X 3') ASTM 615 3/19/2021 334920 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe GroupTPGAX4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe GroupTPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe GroupTPG-4X4-412-PRECAST 4-FT RISER (Size- 4' X 4') ASTM 615 3/192021 33 39 20 Manhole Thompson Pipe GroupTPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size- 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size- 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pie Group TPG-6X6v41 I -PRECAST TOP (Size - 6 X 6') ASTM 615 3/19/2021 133 3920 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pie Grou TPG-6X6-412-PRECAST 6-FT RISER (Size- 6' X b'). ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - TX T) ASTM 6t5 3/19/2021 33 39 20 Manhole Thom son Pie Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Size- TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-8X841I-PRECAST TOP (Size - 8' X 8') ASTM 615. 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 I -PRECAST BASE (Size - 8' X 8') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pie Group TPG-8X8-412-PRECAST 5-FT RISER Size- 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 3/192021 33 49 20 Drop Inlet Thompson Pip. Group TPG-5X5-408-PRECAST INLET (Size- TX 5') ASTM 615 3/19/2021 1334920 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6) ASTM 615 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole.(Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast Tx 8' Storm Junction Box (Size - 5' X 8') ASTM C478 828/2023 3349 10 Manhole 01,ha sile Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 33 49 10 Manhole Oldcaatle Precast 5' x 5' Storm Junction Box (Size - TX T) ASTM C478 W28/2023 33 49 10 Manliole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 3349 10 Manhole I Oldeastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8') ASTM C478 828/2023 3349 10 Manhole I Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size -4' X 4') ASTM C433 i FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 t Art - Mt, Dec - do erle CM Snrririrntinnc 1 Description I Design ...Storm Sewer - Jnict & Structures Confines 8/28/2023 33 3920 Curb Inlet 10'x 3' Riser Thom son Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-.16 8/28/2023 33 3920 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thom son Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4') ASTM C913 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5') ASTM C913 t/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 l/ 1912024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MB (4' MH on the top of 5' 1B) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 1 Precast 6'x6' Storm Junction Box ASTM C913 l/ 19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of G JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pie &Products Precast 8'x8' Sturm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Two e C Storm Drain Manhole on Box (4' MH on the top ofRCB) ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 100 Precast- (Size 1(' x 3') ASTM C913 7/ 16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 150 Precast** (Size 15' x 3') ASTM C913 "'Noce: Pre-rnsr in/enu.¢ ovvroveAjorthe crag¢ IPu,rion ojrb¢ mucrure @asin) nnty. Sorge upnrrion njrhe murrure are requ;red m be con in -place. No ucepnon. ra thin regriremrntxhall h¢ alloweA. Storm Sewer - Pines & Boxes 33-05-13 4/9/2021 3341 13 Storm Dmin Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2981 & AASHTO M330 8/28/2023 3341 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 8/28/2023 3341 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 10/12/2023 3341 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76. C506 10/12/2023 3441 10 Culvert Box AmeriTex Pi &Products Reinforced Concrete Box Culvert (size- Various)) ASTM C 1433.0 1577 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Gronve Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/19/2023 3341 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM C1433,CI577 4/ 12/2024 3341 10 Storm Drain Pipes Thompson Pipe GroupReinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various) ASTM C76, C506 6/25/2024 3341 10 Culvert Box Oldeastle Reinforced Concrete Box Culvert ASTM C1433,C1577 6/25/2024 13341 10 Storm Drain Pipes Oldcaute Reinforced Concrete Pipe Tongue and Groove Joint Pi e* (Size Various ASTM C76. C506 Revision Comments (1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (4-32025) Bigtovm Concrete updated Mix ID's (4-5-2025) 03 34 13 CLSM specification (11 26-2025) Removed Gilco-site, batch plant Monthly New Entirea. FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3116) 07/23/97 3305 13 Urethane Hydrophilic Waterstop Asahi Kogyo KK. Adeka Ultra -Seal P-201 ASTM 132240/134 t2/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for N Diam, MR. Press -Seal Gasket Corp' 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rin s Ladtech Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 330513 Manhole External Wrap Canusa - CPS Wra idSesl Manhole Encapsulation Stem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 1 Fiber lass Manhole Fluid Containment Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. Manulketurine Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers I Western loon Works Bass & ova Foundry 1 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Form R-1272 ASTM.A48 &AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Co oration MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Castro 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7125/03 3305 13 Manhole Frames and Covers Saint-Gobain Pi .lines Pamrex/rexus RE32-R8FS 30" Dia. Ol/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. I t/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MHI651 FWN & MHl6502 30" Dia 07/19/11 3305 13 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Die 08/10/] 1 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty -with Gasket Ring 30" Dia 10114/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable East Jordan Iron Works 30" ERGO XL Assembly with Cam Lnek/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01 /17 3405 13 30" Dia. MH Ring and Cover (Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" ➢ o. MH Ring and Cover Hinged & Lockable) CI SIP Industries 4267 WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 3305 13 30" Dia. MH Rim,and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Fling 30" Dia. 10/07/21 1 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 3305 13 Manhole Frames and Covers Neenah Caging 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP Semm ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 3339 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" 3339 10 Manhole, Precast Concrete Wall Concrete Pip. Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole. Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" no 12105/23 3339 10 Manhole Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 3339 10 Manhole, Precast Concrete Oldeastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" to 84" I.D. 06/09/ 10 3339 10 Manhole. Precast Reinforced Pol er Concrete US Com osite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole Precast Concrete Forterm Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterm Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole Precast Reinforced Polymer) Concrete Arnn000ck 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" &60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast Reinforced Polymer) Concrete P3 Polymers, Rockilardse 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Polymer) Concrete Amitech USA Me er Pol erete Pi 02/04/26 333 20 Manhole Precast Concrete Thompson Pi a Group 48" 60" 72" I.D. Manhole w/36" Cone Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std. MH cannot be 1 Wastewater Access Chamber T Quickstream Solutions Inc.. Type 8 Maintenace Shaft Poo it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials Inc. Relmor MSP EI-14 Manhole Rehab Systems AP/M Permaf rn 4/20/01 E]-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System Liner Tri lex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spmyroq, Spray Wall Polvurcthmm Comma ASTM D639/D790 12/14/01 Coating for Corrosion rotection Exterior ERTECH Series 20230 and 2100 (Asphatic, Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 3920 Coatingfor Corrosion otecdon Exterior Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 02/04/26 Exterior Precast Joint Seal Wra p idaud Exterior Sealant Tape/Shrinkwrap Dues not replace rubber gasket or Ram-Nek Water & Sewer - Manhole Inserts - Field Operations Use Only Rev 2/3/16 3305 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TeffiuLok - Stainless Steel For 24" dia Water & Sewer - Pioe Casine Soacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/97 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers UP to 48" 05110111 Stainless Steel Casing Spacer Powerseal 4810 Powerohock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spaeer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 3305 13 Casing Spacers Raci (Completely HOPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" theu 30" 08/24/ 18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C 150, C 151 4" thru 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 a 33 it 10 Ductile Iron Pipe Mc Wane Cast Iron Pipe Co. A W WA C150, C 151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25/02 E oxy Lining System Sauercisen, Inc SewerGard 210RS LA Count #210-1.33 12/14/01 E o Linin 5 em Enoch Technical Coatings Ertech 2030 and 2100 Series. 04/14/05 Interior Ductile Iron Pipe Coating Ind— Protecto 401 ASTM 13-117 Ductile Iron Pie Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791. S1H8 Sl S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.ILL USA, Inc. D025LTP02 Com osite Body) 2" Sewer - Pipes/Concrete E 1-04 Conc. Pipc, Reinfnrced Wall Concrete Pie Co. Inc. ASTM C 76 EI-04 Conc. Pip-, Reinforced Hydro Conduit Corporation Class III T&G SPL Item #77 ASTM C 76 E1-04 Conc. Pipe. Reinforced Hanson Concrete Products ASTM C 76 E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. .ASTM C 76 Sewer -Pipe Enlar¢ment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene RIM Corp., Piscam Way, N.J. Approved Previously McConnell systems McLat Construction polyethylene Houston,. Texas Appyrowd Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer- Pioe/Fiber&ass Reinforced/33-31-13(1/8/13) 7/21 /97 3331 13 Cent. Cast Fiberglass FRP Hobas Pie USA Inc. Hobas Pie on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiber lass Pi FRP Ameron Bendstrand RPMP Pipe ASTM D3262ID3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe FRP Thompson Pipe Group Thompson Pip. Ftowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pie (FRP) Future Pipe Industries Fiberstron FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Superlit Bom Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AW WA C950 " From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/POlypler Pipe 4/14/05 Pol er Modified Concrete Pie Amitech USA Moyer Pol Crete Pipe ASTM 03, A276, F477 8" to 102", Class V 06/09/10 El-9 I Reinforced Polymer Concrete Pie US Com. osite Pie Reinforced Palmer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) ffigh-d—ity rolvethy1cru, pipe Philli s Drisco i e, Inc. O ticure Ductile Polyethylene Pipe ASTM D 1248 8" Hi h-d—it, polveth,le.. nice Plexco Inc. ASTM D 1248 8" Hi h-densi[polyethylene i PollyPipe, Inc. AST. D 1248 8" Hi h-densi of oth lene i CSR Hydro Conduit/Pi eline S cros McConnell Pipe Enlar ement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02111 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie 1-M Manufacturin Co. Inc. JM Eagle) SDR-2"PS!15 ASTM D 3034 4" - 15" 12/23/97• 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 PSI III ASTM D 3034 4" thru 15" 33-31-20 PVC Sewer Pie Lamson V lon Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" th. 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ttech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 1-M Manufacturing Co Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Hare. SDR-26 PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" ` 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fin. s ASTM D 3034 3/19/2018 1 33 31 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 S 115 ASTM F679 18"- 24" 3/19/2018 3331 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 3331 20 PVC Sewer Pie NAPC Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pie Sanderson Pi a Co . SDR 26 ASTM D3034 4"- l5" 10/21/2020 3331 20 PVC Sewer Pie NAPCO Westlake SDR 26 PS t 15 ASTM F-679 18"- 36" 2/4/2026 33 31 20 PVC Sewer Pie Hawk Plastics Corp. SDR 26 ASTM D3034 4"- 15" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Anaurtenances 33-12-10 (07/Ol/13) 09/03/24 33-12-10 Double Strip Saddle Ford Meter Box Co., Inc. 202B 1 "-2" SVC,. up to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Rome 202NS N lon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon, Coated Double Strap Saddle 07/23/12 33-1240 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1"-2" SVC up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Po -seal 3450AS, Incl. Corp. Stop Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC a to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 61OMT 3/4" and 1" 10/27/87 Cub Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M I Y" and 2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Mueller Co:, Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSFNSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co. Ltd. B-25000N,. B-2020ON-3, B-24277N-3,H- 15000N, H-14276N H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" Ol/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve Coated Steel JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve Coated or Stainless Steel. JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve Stainless Steel Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U P to 42" w/24" Out 02/29/12 33-12-25 Tappiru, Sleeve Stainless Steel Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Om 02/29/12 33-12-25 Tapping Sleeve Stainless Steel Roma. SST III Stainless Steel AWWA C-223 Up to 30" w/l2" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Comosite Lid DEW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Com osite Lid DEW Plastics Inc. DFW39C-12-IEPAF FTW 01/30/01 Plastic Meter Box w/Com osits Lid DEW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dua1 1416 LID-9 Concrete Meter Box Bass & Has CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 Ol 08/13 ' E I-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A t" & 2" E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1 /2", 1" & 2" E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C #145C and #147C 1 ". 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01115/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Bartel Fire H dram Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 EA12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435 D20436 B20506 AWWA C-502 E-1-12 Dry Bsrrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire H dram Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 Et-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pi e & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Bartel Fire Hydrant American Flow Control (AFC) Water- Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ East Jordan Iron Works WaterMaster 5CD250 Water - Meters 02/05/93 El1-5Detector Check Meter Ames Commmv Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701Class 3/4"-6" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pi es/PVC Pressure Water 33-31-70 01/08/13 12/05/23 33-I1-12 PVC Pressure Pie Vinitech PVC Pie DR14 AWWA C900, AWWA C605, ASTMD1784 4"-16" 12/05/23 33-1.142 PVC Pressure Pie Vln (tech PVC Pie DRI8 AWWA C900, AW WA C605, ASTM D1784 09/03/24 33-I1-12 PVC Pressure Pie Northern Pipe Products DR14 AWWA C900,.AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Produ ts DRI8 AWWA C900,.AWWA C605, ASTMD1784 16"-18" 3/19/2018 331112 PVC Pressure Pie Pi elite Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi elite Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-l2" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-I6 UL 1295 ANSI/NSF 61 FM 1612 4"-28" 12/6/201 R 33 1 1 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSJ/NSF 61 FM 1612 l6"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16'-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 t 1 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- IT Water - Piues/Valves & Fittinus/Ductile Iron Fittings 33-11-11 t01/08/131 07/23192 EI-07 Ductile loon Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & Cl10 E 1-07 Ductile Iron Fittings Griffin Pipe Products Co. Mechanical Joint Fittings AWWA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C I53, C I10, C I1 I 09/11/98 E 1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Ate—st Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan Uni-Flange Series 1400 AWWA C111/C153 4"to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flrope Uni-Flange Series 1500 Circle -Lock AWWA Cl I1/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA C 11I/C 116/C 153 4" to 12" 02/29/12 33-11-I1 Ductile loon Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C 11I/C116/C 153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLC4-SLC10 AWWAC111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4-SLCS12 AWWACIII/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands PVC Si to Co. Sigma One-Lok SLCE AWWA Cl I J/C153 12" to 24" 08/10/98 E1-07 MJ Finings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E 1-24 Interior Restrained Joint System S & B Techneial Products Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 04/07/69 Interior Restrained Joint System Bolter Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, D1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries Sersm ore Mechanical Joint Fittings AWWA C 153 4" to 24" 1 I/07/16 33-I1-1I Mechanical Joint Retainer Glands Star Pipe Products Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI1I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scram or EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CI 11 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Surrupore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AW WA CI l I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 PVC Pipe ASTM A536 AWWA CI 11 16"-1" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - PipesNalves & Fittings/ResWent Seated Gate Valve* 33-12-20 (05AL 5) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 SD 94-20255 AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516SO 94-20247 AWWA C515 16" 10/24,00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seated GV AWWA C509 4" to 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennel 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SO 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SD 6709 AW WA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA ('515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/29/89 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995 AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SO D-21652 AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" Note 3 05/08/91 EI-26 Resilient Seated Gate Valve Stcekham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" EI-26 Resilient Seated Gate Valve U.S. Pipe and Forturtry Co. Me -seal 250, re uvcments SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ East Jordan Iron Works) EJ Flowki—, Gate Valve & Boxes Remove Marco 225 MR 24-26 Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"14" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Cam an AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" 02/04126 331221 Rubber Seated ButterflyValve Mueller Water Products Pratt XR-70 W/Segmented Seats AWWA C-504 24"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWAC105 Emil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-I1-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 1 Water Sampling Station Ku f le Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H droguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as pan ofthe Construction Contract Documents, the requirements ofthe Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval ofthe specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is em the Fort Worth Water Department's Standard Products Yellow Highlight indicates recent changes ' From Original Standard Products List OVER 25 YEARS OF SERVICE 2324 Fabens Rd Phone: 214-352-4100 Dallas, Texas Fax: 214-352-4811 www.fargotexas.com TBPE Firm Registration No. F-7270 Geotechnical ■ Materials Environmental ■ Engineering FARE R por t of G ilca Ex to Proposed: Commercial Buildings Harmon Road Fort Worth, Texas Prepared for: THE SHOPS AT PRESIDIO, Fort Worth, Texas DO] FARGO Report No. G25-4482 July 2025 Fargo Consultants, LLC Since 1999 RORGO 2324 Fabens Rd. ■ Dallas, Texas 75229 OVER 25 YEARS OF SERVICE Tel. 214-3524100 ■ Fax. 214-352-4811 July 14, 2025 The Shops at Presidio, LLC 9800 Hillwood Parkway, Suite #141 Fort Worth, Texas 76177 Attention: Sreenivasa R. Geesala Re: Geotechnical Exploration Proposed Commercial Buildings Harmon Road and Quail Grove Drive Fort Worth, Texas FARGO Report No. G254482 Presented herein is the report of a geotechnical exploration performed at the location referenced above and as depicted on Plates A and A-1 included in the Illustrations section of this report. Our services were performed in general accordance with our proposal No. PG25-4482, dated April 3, 2025. This report provides geotechnical related recommendations, within the scope of this study, for the proposed project. This report also presents subsurface conditions encountered in the borings advanced at the time of field exploration and data obtained in the field and laboratory. We appreciate the opportunity to provide our geotechnical services. We stand ready to perform Materials Testing and Observation services that will be required during the construction phase of this project. If you have any questions, or if we may be of further service, please contact our office at 214-352-4100. �E OF TFXljl*jll Sincerely, ....:..........................:.... r FARGO CONSULTANTS LLC MOHAMMED MUNIM Texas Registration # F-7270 99314 OF����� CD It •• i July 18, 2025 July 17, 2024 MOTIAR RAHMAN i .......... Motiar Rahman, MS P.E. 108830 :z i Moe A. Munim, MSCE, P.E. Project Engineer �1�0";. '<v�'� Senior Geotechnical Engineer mrahmanca'D.fargotexaO �tcE"sE°'' mmunim(a)fargotexas.com it�ss�••ONA �__ Copies submitted: Addressee — pdf copy via e-mail Geotechnical Engineering ■ Construction Materials Testing ■ Environmental Services www.f 7rgotexas. com FARGO Report No. G25-4482 AR-1700 Contents INTRODUCTION...............................................................................................................1 Purposeand Scope.......................................................................................................1 Site and Project General Information.............................................................................1 GENERAL SUBSURFACE CONDITIONS.........................................................................2 Groundwater.................................................................................................................. 3 Seismic Considerations................................................................................................. 3 ANALYSES AND RECOMMENDATIONS.........................................................................3 ExistingFill....................................................................................................................3 Potential Soil Vertical Movement................................................................................... 3 Design Recommendations.............................................................................................4 Straight -Shaft Pier Foundation.......................................................................................5 Additional recommendations and considerations, pier foundation system......................5 Floor System, Pier Foundation......................................................................................7 Subgrade Modification... ....... ....... ..................................................... ....... .......... 8 Footing Foundation, Alternative...................................................................................11 VaporRetarder............................................................................................................12 OtherConsiderations...................................................................................................12 UTILITIES.......................................................................................................................13 EARTHWORK.................................................................................................................13 PAVEMENT....................................................................................................................15 LANDSCAPING AND DRAINAGE CONSIDERATIONS..................................................18 CONSTRUCTION OBSERVATION AND TESTING FREQUENCY.................................19 REPORTCLOSURE.......................................................................................................19 ILLUSTRATIONS Site Vicinity Map (Plate A) Location Plan (Plate A-1) Subsurface Profile (Plate A-2-1) Log of Borings (Plates 1 through 8) Terms and Symbols Used on Boring Logs (Plate B) APPENDIX Field Exploration (C-1) Laboratory Testing (C-2) Geotechnical Engineering ■ Construction Materials Testing ■ Environmental Services www.fargotexas.com FARGO Report No. G25-4482 R-'7700 INTRODUCTION Purpose and Scope The primary purpose of this study was to provide geotechnical information and recommendations related to: • Earthwork • Foundation design and construction • Pavement sections and subgrade preparation General subsurface conditions within the study area were explored by drilling and sampling a total of 8 borings to the depths shown on the Log of Borings included in the report Illustrations. Data obtained during this study and interpretation of data have been used as the basis for the recommendations provided in this report and are specific to the building pads at the specific locations noted in this report. Use of these data, information, and/or recommendations for other purposes, other structures (existing or to be constructed), or evaluations of other locations, will be at the risk and responsibility of the user. We are available, at any time, to discuss the recommendations, information, and concepts provided herein with the owner's design and construction team. Site and Project General Information General site conditions noted at the time of this study are presented below: Subject Site General location Located southwest of the intersection of Harmon Road and Quail Grove Drive in Fort Worth, Texas, as shown on Plates A and A-1. Ground surface conditions within Covered with vegetation. the study area Stockpile in western area. Site Vicinity Map, (Plate A) Site layout and boring locations Location Plan, (Plate A-1) (Referenced plates are presented in the report Illustrations section). FARGO Report No. G25-4482 R-'7700 General project information provided to us at the time of this study is presented below: Proposed Development Building type A total of three (3), steel- or wood -frame, 1- and 2-story buildings consisting of a retail, a restaurant, and an office building. Approximate building plan area 12,000 square feet, each. Grading plan Not available at the time of this study Cut and fill slopes No steeper than 4H:1 V — (Assumed) Below -grade areas None Parking and drives Surface parking and drives Types of vehicles on pavement Passenger vehicles, light trucks, and garbage trucks. GENERAL SUBSURFACE CONDITIONS General subsurface conditions presented in this section are based on the information obtained within the depths explored at the boring locations. Soil strata shown on the logs were classified based on evaluation of the results of laboratory tests performed on predominant materials in each stratum and visual examination of samples. Classifications were performed in general accordance with the Unified Soil Classification System (USCS). Geological maps indicate that the general area of the project site is within Pawpaw Formation, Weno Limestone, and Denton Clay, undivided formation. A profile of the subsurface conditions, showing general thicknesses and depths of various materials encountered at boring locations, is presented on Plate A-2-1 in the Illustrations section of this report. A brief overall description of the materials encountered below the existing grade at the boring locations is presented below: Material(s) Encountered General Consistency and/or Relative Density Fill — Tan intermixed calcareous clay with gravel, limestone (Encountered in Borings B-1, B-3 and B-7) Dark brown to brown clay (CH) Very stiff to hard Tan/Tannish brown, reddish brown and gray clay (CH) Very stiff to hard Dark gray shale -- Remarks: • Fill thickness and its composition may vary in areas beyond the locations where borings were advanced. • Bottom stratum, shown on the subsurface profile and the logs, maybe deeper than the termination depths of borings. -2- FARGO Report No. G25-4482 R-'7700 Groundwater Subsurface seepage water was not encountered within the boring depths during drilling and the borings remained free of any water at the completion of field operation. These observations represent only groundwater and seepage water conditions at the time of field operation and may not be indicative of other times or at other locations. Groundwater levels can be different at the time of construction. Seasonal variations in the amount of rainfall, runoff or landscape irrigation from nearby properties, or future construction activities can cause changes to groundwater levels. Seasonal seepage water may occur within the soils atop the underlying shale particularly, after periods of extended rain. Groundwater can also be present in fracture zones within the underlying shale. Seismic Considerations Based on the guidelines provided in the International Building Code (IBC) 2012 edition and ASCE Standard SEI 7-10, the site is classified as Seismic Site Class C. Standards referenced above, require characterization of the upper 100 feet of the subsurface materials. Subsurface exploration to a depth of 100 feet was beyond the scope of the current study. Therefore, site classification noted above considered the subsurface information obtained from the borings and estimated soil properties based on general area geology of the site, as permitted by the referenced standards. ANALYSES AND RECOMMENDATIONS Existing Fill In the absence of documented density control, the possibility of under -compacted zones, voids or presence of objectionable materials within the fill exists. Prior to placement of additional fill or construction of ground -supported improvements in areas containing fill, removal of the existing fill is recommended. On -site clean materials may be used as fill. Placement and compaction of fill following the compaction guidelines provided in this report are recommended to minimize the risk of unusual settlement. Potential Soil Vertical Movement Clay soils encountered in the borings are considered as active soils and are expected to experience heave and shrink with variations in moisture content. The movement typically occurs as post -construction heave. The following were considered in our estimation of soil potential vertical movement at the boring locations: • Evaluation of data obtained at the location of borings. • Assuming movements occur only due to normal seasonal moisture fluctuations. • Results of absorption swell test. • Assuming all existing uncontrolled fill is removed prior to the grading of the site. • Texas Department of Transportation (TxDOT) Test Method Tex-124-E. • Engineering experience judgment. -3- FARGO Report No. G25-4482 R-'7700 Considering the aforesaid, magnitude of potential for heave of soils is estimated to be on the order of up to 7 inches below (July 2025) grade. It should be noted that settlement of the existing fill is also possible. Magnitude of the moisture -induced soil movement is rather variable because it can be influenced by various factors that may result in an increase in the magnitude of movements including but not limited to the following: • Poor surface drainage conditions around the structures. • Very dry moisture profile at the time of construction. Design Recommendations The following design recommendations and design criteria were developed based on subsurface conditions encountered in the borings and previously noted project characteristics. Also, the design recommendations were developed assuming foundation is constructed exclusively within the building pads depicted on the site plan (as shown on Plate A-1) and constructed within 1 '/2 feet of existing (July 2025) grade. Grading plan was not available at the time of this study. If significant cut and fill are required to achieve finished pad elevations, our office should be contacted for reevaluation of the potential movement referenced above and recommendations provided in this report. We highly recommend that our office be provided with a copy of the final grading plan for evaluation and applicability of the recommendations provided in this report. -4- FARGO Report No. G25-4482 R-'7700 Straight -Shaft Pier Foundation Structural loads can be supported by straight -shaft pier foundation system. Geotechnical related guidelines and parameters for the design of piers are outlined below: Bearing Stratum Dark gray shale Minimum Pier Length 15 feet (below grade beam bottom elevation) or a minimum 2-foot penetration into bearing stratum, whichever is deeper. End Bearing Pressure 12 ksf — At or below minimum 3-foot penetration into bearing stratum Skin Friction in Compression 3 ksf— Below minimum 3-foot penetration into stratum Uplift Pressure Due to Soil 1.4 ksf — Acting on the upper average 12 feet of pier, dry soil condition Swell 0.8 ksf — Acting on the upper average 12 feet, subgrade modified following the procedure presented in the Subgrade Modification section. Negative Skin Friction to Resist Uplift 2.5 ksf — Below minimum 3-foot penetration into bearing stratum Anticipated Elastic Settlement About'/2 inch Differential Settlement 50% to 75% of total settlement 1.5 times the larger shaft diameter. Reduction in pier load carrying capacity will Minimum Clear Pier Spacing apply for closer spacing. For closer spacing, Fargo should be contacted for case - by -case evaluation. Use of Casing Not anticipated (assuming groundwater conditions at the time of pier drilling to be same or similar to conditions during boring advancement) Remarks: 1) From the perspective of monitoring and verification of the pier shafts during drilling, the designed pier diameter should not be less than 18 inches. To that end, also, consideration should be given by designer to larger pier diameter (at least 24 inches or greater), for straight -shaft pier depths of greater than about 25 feet. 2) Contractor should refer to structural plans for designed pier diameters, minimum pier length, and penetrations into bearing material. No portion of the pier surface area above the minimum penetration referenced above should be considered in providing skin friction resistance in compression or resistance to uplift pressures. Significant free groundwater was not encountered in the borings at the time of subsurface exploration. Assuming same or similar conditions at the time of pier drilling, the use of casing or dewatering of pier excavations should be limited if close coordination of drilling and concrete placement is performed. Additional recommendations and considerations, pier foundation system • Piers should be constructed within appropriate vertical tolerance and without overspill at the surface. Horizontal projections (overspill at the top of piers) can result in excess uplift pressure and therefore, it should be removed from the piers prior to backfill operations. • The weight of the pier concrete below final grade may be neglected in determining foundation loads. -5- FARGO Report No. G25-4482 R-'7700 • The piers should contain adequate reinforcing steel throughout the pier shaft to resist the tensile uplift forces including uplift forces associated with swelling and expansion of the upper clays. • Drilling, placement of reinforcing steel, and concrete placement for each pier should be completed as soon as possible in the same day. • The bottom of a pier excavation should be clean and free of standing water prior to concrete placement. • Concrete placed in a pier excavation should be placed through a tremie to avoid segregation of the aggregates. • FARGO should be retained to perform continuous observation during construction of the piers. Observation is recommended to verify: ➢ proper pier depth, ➢ bearing stratum, ➢ minimum depth and/or penetration, ➢ pier shafts are within acceptable vertical tolerance, and ➢ bottom of the pier hole is clean prior to placement of concrete. • The contractor should clearly understand that the references made to pier diameter noted in this report are not the designed diameters. The contractor must refer to construction plans for the pier diameter(s) and penetration depth(s) into bearing material as designed by structural engineer. • Bid for pier depths should be adjusted based on final site grades. Grade Beams Pier Caps — All grade beams should be supported by piers. The recommended minimum vertical void space between the bottom of grade beams, pier cap extensions and the top of subgrade is presented below: Void Space Beneath the Subgrade Type Grade Beams/Pier Caps 4 inches Subgrade that is modified following the guideline recommendations presented in the subsequent sections of this report 10 inches Unmodified subgrade (in the case of structurally suspended slab) The void is recommended to limit potential foundation movements associated with swelling of the underlying soils. The void beneath cast -in -place elements can be created by use of waxed cardboard box with sufficient strength to hold concrete without collapsing during construction. Rectangular boxes are recommended. The grade beams should be formed (rather than cast against earth trenches) to control the beam excavation width. Retainer boards along the grade beam will be necessary to maintain the void. The cardboard box maybe compromised if it becomes soft due to water and rains and/or due to insufficient side support that may cause the box to collapse during concrete placement. The condition of the cardboard box should be checked by contractor prior to the placement of concrete. -6- FARGO Report No. G25-4482 R-'7700 Floor System, Pier Foundation The following section presents 2 types of floor systems: a) Structurally suspended floor. b) Ground -supported floor. Structurally -Suspended Floor System, Pier Foundation — Where the movement of the floor is to be limited to less than 1 inch, a floor that is structurally suspended on piers is recommended. This type of floor system is considered as most positive and does not require modification of existing subgrade below the suspended slab. A minimum vertical void space of 12 inches is recommended below floor system to limit future distress due to the potential for expansion of subgrade soils. Void space for a structurally -suspended floor system can be provided using cardboard carton forms or a deeper crawl space. The surface of subgrade below the floor should preferably be higher than adjacent exterior grades in order to provide and facilitate drainage. If subgrade is lower, provisions should be made to provide drainage for the bottom of the void area, covering the entire area of the structural floor system. Interior drainage should consist of sloped surfaces draining by gravity to a central location where accumulated water can be removed by gravity or by a sump pump. With reference to the structurally -suspended floor system, consideration should be given to the development of appropriate details in the plans to address the following items: • Entrances including areas with features that are considered as sensitive to soil -related movements should be structurally suspended. • The ground surface within a minimum distance of 10 feet from the foundation should slope down with a minimum of 10 inches of drop to provide proper drainage and to allow for post - construction movement. • The perimeter slabs should not be structurally connected to the foundation to allow free upward movements without stressing the foundation system. Ground -Supported Interior "Floating" Slab, Pier Foundation — An interior ("floating") slab may be considered if movement of the slab can be tolerated. In this case, subgrade should be modified following the procedure presented in the Subgrade Modification section to reduce magnitude of potential soil movement to a tolerable limit. The level of acceptable movement will vary with the user; however, a goal of about 1 inch is typical. Ground -supported interior floor slab may consist of a conventionally reinforced floor slab system. It is recommended that the slab be designed to conform to the current requirements of the American Concrete Institute (ACI) "Building Code Requirements for Reinforced Concrete", ACI 318. Movement of the interior slab in relation to the grade beam should be considered in the design. -7- FARGO Report No. G25-4482 R-'7700 If the risk associated with the movement of the slab is not acceptable, then serious consideration should be given to pier foundation with a suspended floor system as presented in this report. In areas where differential movements between the interior slab and grade beam cannot be tolerated, consideration may be given to providing a leave out (about 5 to 7 feet from grade beam) to provide a keyway between the slab and the concrete placed in the leave out. In this case, the leave out slab section may be dowelled into the grade beam. In the case of the leave out that is expected to remain open for more than 2 weeks, the following is recommended regarding the leave out area: • Prior to the placement of surface cap, place poly (6 mil), extending minimum 3 feet toward the main slab subgrade area. • Cover the poly with the surface cap, that is placed and compacted following the guidelines presented in this report. Subgrade Modification The recommendations provided in this section are to help mitigate the effect of soil shrinkage and expansion. Modification of subgrade will not eliminate the risk of unacceptable movements over time if substantial fluctuations in moisture content of soils below the slab occur. The potential for excessive movement can be reduced by implementation of positive grading to drain surface water away from the structures and backfilling immediately adjacent to the grade beams with on -site clays during construction. Modification of subgrade with a goal of reducing movement to about 1 inch is typical. It should be noted that even slab movement of up to 1 inch can result in distress to floor coverings, interior partitions, and finishes. In general, use of a slab constructed on grade is feasible, provided the risk of some post - construction floor movement due to the presence of overall expansive soils is acceptable. Subgrade modification should be performed prior to installation of any plumbing, utilities, ditches, or any foundations. Provision should be made to protect moisture conditioned foundation soils from loss of moisture due to tree roots. A typical cost-effective way of limiting the potential for post -construction movements of a slab constructed on grade is by preswelling the soils by water pressure injection or by excavation of soils and moisture conditioning during placement. However, in view of the presence of fill (as deep as 4 feet), water injection is not recommended. -8- FARGO Report No. G25-4482 R-'7700 With reference to the aforesaid, and considering the tolerable level of potential vertical soil movement noted above, the method and depth of subgrade modification are outlined below: SUBGRADE MODIFICATION Resulting Estimated Potential Vertical Movement (inch) Method Depth (feet) Excavation and Placement 12 1 Remark: Depth is measured below the finished pad elevation. Excavation and Placement — This process entails excavation of the upper soils and then placement and compaction of the excavated soils at moisture content higher than the material's Proctor optimum moisture. The post -performance of a subgrade modified by excavation is highly dependent upon the quality of the workmanship to perform proper excavation and moisture conditioning and compaction during placement of fill. The excavation contractor should be experienced with this procedure and should use proper equipment such as a water truck, and a track - mounted front-end loader (preferably CAT 963 D or equivalent) equipped with rippers during fill placement and moisture conditioning. Recommended procedure is as follows: • Strip vegetation and dispose of the organic materials in accordance with project specifications. • Excavate subgrade to 12 feet below the finished pad elevation. The subgrade modification should extend at least 5 feet beyond the building lines or at least 5 feet beyond the edge of foundation, whichever is larger. • Prior to fill placement, scarify the exposed subgrade to a depth of 8 inches. The fill should be placed in loose lifts no greater than 8-inch thick. The scarified subgrade and the fill should be compacted to the moisture and density requirements outlined in the table below. Item Compaction Moisture Scarified subgrade From 93 to 98 percent of the maximum dry density At minimum +5 percentage points of optimum Moisture -conditioned fill soils Maximum dry density/optimum moisture values are as determined by ASTM D 698, "Standard Proctor" test. • Fill materials should be benched into the sidewalls to minimize vertical shear failure between the modified subgrade and surrounding materials. • Grade to 12 inches below finished subgrade elevation to provide for placement of surface cap consisting of select fill, or grade to 8 inches below finished subgrade elevation to provide for placement of surface cap consisting of flexible base or grade to finish pad elevation if the surface cap is to consist of lime treated subgrade. • It is the intent of the subgrade modification process to reduce the Free swell potential of the modified subgrade to not exceeding 1 percent. In addition to field compaction testing, it is recommended that Shelby tube samples of the moisture treated materials be routinely obtained during fill placement to verify that the Free swell of the moisture treated materials does not exceed 1 percent. -9- FARGO Report No. G25-4482 R-'7700 Surface Cap — Upon satisfactory completion of subgrade modification, placement of a surface cap will be required to minimize loss of moisture prior to construction of the foundation. Surface cap options are presented below: Surface Cap Thickness Description Remarks (Options) (inches) Select Fill 12 As described in report's Earthwork section. 1 TxDOT Item 247, Type D, Grade 1-2, placed in lifts no Flexible Base 8 greater than 8-inch thick and compacted to at least 98 1 percent of maximum Proctor dry density (ASTM D 698) at 2 percentage points of optimum. Lime Treated 8 Estimated lime amount: 36 lb per square yard. 2 & 3 Subgrade Refer to report's Pavement section for compaction criteria. Remarks: 1) Select fill used as surface cap should not extend beyond building lines. 2) Grade to finished pad elevation prior to lime treatment. 3) Prior to treatment, the contractor should contact Fargo to collect samples of subgrade for the Sulfate test. Subgrade treatment option is not recommended if test results indicate presence of a high degree of sulfate in the soils. We highly recommend that FARGO be retained to perform density testing and observation during fill placement and moisture conditioning process. In the event that placement of slab is expected to be delayed, then placement of poly (6 mil) under the surface cap is recommended to minimize loss of moisture. Surface cap atop poly should be placed and compacted following the guideline recommendations presented above. The surface of moisture conditioned soils should be maintained in a moist condition prior to placement of the poly, surface cap, or flatwork. Placement of surface cap and construction of foundation should be performed as soon as possible to minimize loss of moisture within the moisture conditioned soils. Overall movements exceeding the magnitude noted in this report may occur if soils below ground -supported improvements are subject to excessive moisture as result of poor drainage conditions around the foundation, subsurface moisture migration from off -site locations, or water leakage from utility lines. Also, fluctuation in foundation soils' moisture due to improper landscape watering, and moisture loss in foundation soils due to tree roots penetrating below slab can cause a substantial differential in soil -related movements. Movements of heavy construction equipment (i.e., drilling rigs, concrete trucks, dump trucks, rubber -tired loaders, etc.), atop moisture conditioned pad, may cause tracks and ruts. These conditions typically are more pronounced after rain. Consideration may be given to using the flexible base option for the surface cap to reduce tracks and ruts and to reduce effort to re -grade the pad prior to construction of slab. FARGO Report No. G25-4482 R-'7700 If the risk associated with the movement of the slab is not acceptable, then serious consideration should be given to pier foundation with a suspended floor system as presented in this report. Footing Foundation, Alternative Pier type foundation system, as noted in this report, is considered as the most positive foundation system because soils related foundation movements and distress are expected to be minimal. If pier type foundation is considered as economically not feasible, then as an alternative, consideration may be given to a footing type foundation system. With reference to footing type foundation, the following is recommended: • Perform subgrade modification and placement of surface cap following the guideline recommendations presented in the Subgrade Modification section of this report. • At footing locations, place and compact flexible base as follows: ➢ The bottom of the designed depths of the footings should be a minimum of 18 inches below adjacent grade. Excavate to 8 inches below the bottom of footing elevation to provide for placement and compaction of 8 inches of flexible base. ➢ Place flexible base (TxDOT Item 247, Type D, Grade 1-2) in loose lifts no greater than 5-inch thick. Compact each lift to the requirements outlined in the table below: Compaction IMoisture At least 95 percent of the maximum dry density *I Within 2 percentage points of the optimum * As determined by ASTM D 698, "Standard Proctor" test. Footing foundation, constructed on well -compacted materials as referenced above, may be designed for a maximum bearing pressure of 2 kips per square foot (ksf). In conjunction with a footing foundation system, an interior slab constructed on subgrade that has been modified, following the guideline recommendations presented previously in this report, may be considered. Movement of the interior slab in relation to the grade beam should be considered in the design. Ground -supported interior floor slab may consist of a conventionally reinforced floor slab system. It is recommended that the slab be designed to conform to the current requirements of the American Concrete Institute (ACI) "Building Code Requirements for Reinforced Concrete", ACI 318. A footing foundation system may be considered if soil related movements as noted previously can be tolerated. This foundation option should not be considered as an equivalent alternative to pier foundation as presented previously in this report. This foundation option is not recommended if the proposed building includes tilt -up concrete walls or CMU walls. FARGO Report No. G25-4482 R-"7700 Vapor Retarder The use of a vapor retarder should be considered beneath ground -supported slabs that will be covered with wood, tile, paint, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder. Areas of the plastic sheeting that have been penetrated or include lapped joints should be sealed with a waterproof tape. Other Considerations Careful consideration should be given to the actual areas where subgrade is modified. The potential for post -construction heave will be reduced in the modified areas. However, areas left unmodified will have potential for higher movement as noted in this report. In general, it is recommended that the moisture conditioned/modified area extends beyond the building lines to reduce potential differential movement between the buildings, sidewalk, entrance pavement, foundation supporting roof extension, canopy or other adjacent improvements that are considered movement sensitive or in areas where site paving is relatively flat because of drainage or ADA considerations. With reference to subgrade modification, excavation to proper elevation, vertical depth, the lateral extent of modification beyond the building lines, should be surveyed by the contractor. Verification of the referenced items will be the responsibility of the contractor. In the case of canopy that will be rigidly connected to the main building and also partially supported beyond the building, consideration should be given to minimize soil related vertical movements of the canopy. A pier type foundation is the most positive foundation for supporting the type of canopy referenced above. A shallow foundation, if desired, for supporting the canopy should be constructed in subgrade that has been modified to reduce potential movement following the same procedures and guidelines as presented in this report. Other than what was observed at the time of drilling and within the depths explored at the locations of the borings, detailed groundwater seepage studies (installation of piezometer, etc.), were beyond the scope of our services. Positive drainage of surface water away from the buildings must be provided during construction and maintained after construction as outlined below: • Finished floor elevation should be set high enough above the final exterior grades around the perimeter of the building. • The ground surface should slope away from the perimeter of the structure, preferably at a minimum of 5 percent grade to 10 feet beyond the building perimeter. • The flatwork abutting the foundation should be sloped downward from the structure at a minimum 5 percent grade. The slope in areas of ADA should be provided as per regulations. The joint between the flatwork and foundation should be sealed. -12- FARGO Report No. G25-4482 R-`,700 Proper backfilling around the building perimeter will reduce the potential for water seepage beneath the structures. Fill against the perimeter of the foundations should consist of site - excavated clays, or equal, placed and compacted in accordance with the recommendations outlined under the report's Earthwork section. If bedding soils must be used adjacent to the perimeter of the building, provisions should be made not to allow water to be accumulated next to the foundation. In the event that retaining walls are planned for this project, we should be contacted to provide geotechnical-related recommendations for the design of these walls. In general, the footing foundation should not be constructed at a distance closer than 2 times the wall height. UTILITIES The following is recommended regarding the construction of utilities: • Care should be taken that utility trenches are not left open for extended periods and that they are properly backfilled. • Backfilling should be accomplished with on -site soils that are placed in loose lifts and compacted in accordance with the requirements of local City/County standards or following recommendations provided under the Earthwork section of this report, whichever governs. • Backfill should not contain rock pieces greater than 5 inches in maximum dimension. • A positive cut-off at the building line is recommended for utility trenches to help in preventing water from migrating in the utility trench backfill to below the foundation. • Movement of the active soils can impact utilities. Storm drains should be designed with adequate slope, considering the effect of soil movement. • Utilities passing under grade beams should be placed below void box to prevent breaking of the lines due to the potential for upward movement of soils. EARTHWORK All vegetation and topsoil containing organic material should be cleared and grubbed at the beginning of earthwork construction. In all areas where improvements are planned, existing trees, if any, should be removed well before the construction. Care should be taken that root balls and near -surface roots are removed. Disturbed areas should be backfilled following the guidelines provided in this section. The fill materials should meet the requirements outlined below: • Native soils, or off -site soils similar to the on -site soils, are suitable to be used as fill. Imported off -site soils should not consist of sand, silty sand, shale, shaley clay, and/or bentonitic clay and should not contain objectionable materials. • Fill should not contain roots, vegetation or any other undesirable matter. Fill should not contain any rock fragments larger than six (6) inches in diameter. The upper 2 feet of fill placed within the building pad area should not contain any rock fragments larger than three (3) inches in diameter. • Fill consisting of limestone should be thoroughly crushed and should contain sufficient fines, or intermixed with on -site soils, to minimize the risk of voids in the fill during placement and compaction. -13- FARGO Report No. G25-4482 R-'7700 Areas subject to subgrade modification — Preparation of the building pad and subgrade modification should be performed following the guideline recommendations provided previously in this report. Areas not subject to subgrade modification — Guideline recommendations for proof rolling, fill placement and compaction are presented below: Proof rolling: • Prior to placement of any fill, and after removal of the existing fill, the exposed subgrade should be proof -rolled. Qualified geotechnical personnel should be retained to observe the proof rolling operation. • Use heavy rubber -tired equipment (loaded dump truck or water truck) weighing not less than 20 tons for proof rolling. • Remove areas that exhibit pumping action or are excessively soft/compressible. • Backfill with on -site suitable materials. Fill placement and compaction: • Prior to fill placement, scarify subgrade to a depth of 8 inches. • Compact from 95 to 100 percent of the maximum dry density, as determined by ASTM D 698, "Standard Proctor" at or above optimum moisture. • Place fill in loose lifts no greater than 8-inch thick. • Compact to the moisture and density requirements outlined above. Additional recommendations related to earthwork: • During fill placement, the surface of each lift should be kept moist prior to placing a subsequent lift particularly when work needs to be resumed the next day. • Surface desiccation should not be allowed and if noted the lift should be reworked and compacted to the moisture and density criteria outlined above. • Crushed stone utilized for the drainage system should consist of durable gravel meeting ASTM C 33 Size 67 or coarser. Gravel should be placed in loose lifts no greater than 8-inch thick and compacted to a minimum of 65 percent of the relative density as determined by ASTM D 4254. • All constructed slopes should be vegetated as soon as possible. Use of erosion control fabric is recommended during vegetation of the slopes. • Select fill is defined as: ➢ Uniformly blended clayey sand to sandy clay with ➢ Liquid Limit: 35 or less, ➢ Plasticity Index (PI): from 6 to 15. Select fill should be placed in loose lifts no greater than 8-inch thick and compacted to at least 95 percent of ASTM D-698 density, at a moisture content from -2 to +2 percentage points of optimum moisture. -14- FARGO Report No. G25-4482 R-'7700 All excavations should be braced or cut at stable slopes in accordance with Occupational Safety and Health Administration (OSHA) requirements or other applicable building codes. Consideration should also be given to erosion protection on exposed slopes. Existing Fill — Removal of all existing fill (particularly, where construction of flatwork or other improvements are planned), is recommended. Removed fill that is free of any objectionable material, may be placed and compacted in general areas of the site requiring fill, following the compaction criteria provided above. PAVEMENT Regarding the existing fill at the subject site, pavement subgrade should be prepared following the guideline recommendations provided under the Earthwork section. The pavement subgrade in general is anticipated to consist of clay type soils. These soils are subject to loss in support with an increase in moisture that can occur beneath the pavement. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of subgrade with lime below rigid pavement will provide for less maintenance and associated cost during the design life of the pavement. Treatment of subgrade below rigid pavement in areas with traffic of medium- and heavy-duty vehicles is recommended. However, subgrade treatment below rigid pavement in light -duty traffic areas (areas subject to passenger vehicles and occasional light delivery trucks) would not necessarily be required. For estimation purposes, the following may be considered for lime quantity. Estimated percent lime to treat subgrade 7 percent by dry soil weight Estimated amount of lime to treat 32 pounds per square yard the upper 6-inch of subgrade (TxDOT, Item 260) The actual percentage of lime required to treat subgrade should be verified by laboratory tests after completion of grading and installation of utility lines in the streets. Subgrade treatment should extend a minimum of 1 foot beyond the edge of pavement on both sides. Portland cement concrete sections are presented below: -15- FARGO Report No. G25-4482 R-'7700 Portland Cement Concrete Pavement — The specific pavement sections will be dependent upon the type and frequency of traffic. At the time of this study, vehicle traffic studies were not available. Therefore, several pavement sections are presented below for a 20-year design life based on assumed traffic types and loading conditions and our experience with similar projects: General Estimated Portland Cement 28-Day Minimum Traffic Conditions Annual ESAL Concrete Pavement Compressive Thickness (inches) Strength (psi) Light -Duty Passenger Cars and 10,000 5 3,000 Occasional Light Trucks Medium -Duty Passenger Cars, Light Trucks, 40,000 6 * 3,600 Tractor Trailer Heavy Dut 70,000 7* 4,000 Medium to Heavy -Duty Trucks Tractor -Trailer 8* 4,000 Loading/Unloading Area Dumpster Pad ** -- 7 * 3,600 * In areas where subgrade treatment economically is not feasible, then in lieu of subgrade treatment, pavement thickness may be increased by 1 inch or as per city/county requirements, whichever is greater. In this case, concrete with a minimum compressive strength of 4,000 psi is recommended. ** Pavement in the dumpster pad area should be designed as per the above criteria or as per city/county requirements, whichever is greater. Pavements should be reinforced to control shrinkage cracks. Reinforcing steel should consist of the approximate equivalent of #3 bars at 18 inches on center. The specific amount of steel should be determined based on spacing of expansion, construction, and contraction (saw) joints. The pavement section should be saw cut at an approximate spacing of 15-foot squares. Recommended jointing techniques are discussed in detail in "Joint Design for Concrete Highway and Street Pavements," published by the Portland Cement Association. Dumpster Pad — The dumpster pad area should be designed so that the wheels of the collection truck are supported on the concrete while the dumpster is being lifted. Dumpster areas that are not designed in this manner often experience localized failures due to large wheel loading imposed during waste collection. Sulfate -Induced Heave — Upon completion of rough grading and installation of utility lines in area paving, and prior to subgrade lime treatment, FARGO should be contacted to collect samples of subgrade for sulfate testing. Testing should be performed as early as possible in the construction sequence to minimize any delays in the construction of pavement section. -16- FARGO Report No. G25-4482 R-'7700 Depending on the degree of concentration of sulfate in the subgrade, it can be determined if a modified application of lime or other modification to subgrade would be required. For pavement subgrade containing a high degree of sulfate, consideration may be given to increase pavement thickness constructed on untreated compacted subgrade. This option may be advantageous in terms of expediting the construction of pavement and reducing the risk associated with possible post -construction heave of pavement subgrade containing sulfate. Other Pavement Related Recommendations and Considerations Treated subgrade should be uniformly compacted to the moisture and density requirements outlined in the table below. Untreated subgrade should be scarified to a depth of 6 inches and compacted to the moisture and density requirements outlined in the table below: Item Moisture Compaction Treated subgrade Between —1 and +3 percentage points of the optimum From 95 to 100 percent of the maximum dry density Untreated subgrade At or above the optimum Maximum dry density/optimum moisture values are as determined by ASTM D 698, "Standard Proctor" test. Treated or untreated prepared subgrade should be protected and maintained in moist condition until the pavement is placed. The need for a thicker pavement section will depend on the traffic mix, frequency and traffic speed. We will reevaluate pavement thickness if provided with traffic information. All pavement materials and construction procedures should conform to applicable TxDOT, NCTCOG, or city, county specification requirements. To achieve design life of the pavement, normal periodic maintenance (sealing of cracks and joints) will be required for all pavements to minimize infiltration of surface water into subgrade soils, to minimize weakening of the subgrade. The pavement subgrade should be carefully evaluated prior to construction of pavement for signs of excessive disturbance due to utility excavations, construction traffic, desiccation, rainfall, or rutting. Areas with excessive disturbance should immediately be reworked, moisture conditioned, and properly compacted prior to paving, following the recommendations provided in this report. Mechanical treatment of the pavement subgrade will not prevent normal seasonal movements, as discussed previously, of the underlying untreated soils. Pavement and other flatwork generally will have the same potential for movement as slabs constructed directly on the existing soils. -17- FARGO Report No. G25-4482 R-'7700 In view of the estimated magnitude of potential soil movement, as a positive approach, consideration may be given to subgrade modification to a depth of 4 feet or deeper below the final grade in paving areas. This is considered as beneficial to reduce pavement distress and to reduce long-term maintenance of pavement. Subgrade modification should be performed following the guideline recommendations presented previously under "Subgrade Modification" section of this report (without placement of surface cap). However, the top 6 inches of subgrade should be compacted from 95 to 100 percent of the maximum dry density, as determined by ASTM D 698, "Standard Proctor" at or above optimum moisture. Subgrade modification should be extended minimum 1 foot beyond the curb lines. The moisture -conditioned and compacted subgrade should be protected and maintained in moist condition until the pavement is placed. Poor drainage conditions and ponding of water along the pavement should not be allowed. Backfilling of curbs should be accomplished as soon as practical to prevent ponding of water. Openings in the pavement, such as landscape islands, are sources for collection of water. Collected water in the islands can migrate into the surrounding subgrade soils thereby degrading support of the pavement and/or causing heave of adjacent foundation soils. This is especially applicable for islands with raised concrete curbs, irrigated foliage, and low permeability near -surface soils. The civil design for pavement with these conditions should include features to restrict or to collect and discharge excess water from the islands. Examples of features are edge drains connected to the storm water collection system or other suitable outlet and impermeable barriers preventing lateral migration of water such as a cutoff wall installed to a depth below the pavement structure. Placement of granular materials (cushion sand, gravel, aggregate, free -draining materials, etc.) beneath the pavement is not recommended. Water will seep through the referenced materials and will cause weakening and/or expansion of subgrade soils below the pavement. In areas where fine grading of the pavement subgrade is desired, select fill as described in report Earthwork section (not exceeding 6 inches in thickness), may be used. LANDSCAPING AND DRAINAGE CONSIDERATIONS To reduce potential for excessive heave of soils below improvements, good surface drainage should be established and maintained. The open ground should be sloped preferably at a minimum of 5 percent grade 10 feet beyond the building perimeter. Paving and flatwork should be sloped as much as is practical to prevent areas where water can pond. Where paving or flatwork abuts the structure, care should be taken that joints are properly sealed and maintained to prevent the infiltration of surface water. FARGO Report No. G25-4482 R-'7700 Trees, existing or to be planted, will draw water from the soil and, as a result, can cause the active soil below ground -supported improvements to become dry and shrink. This could cause settlement beneath grade -supported slabs such as floors, walkways, and paving. To reduce this risk, trees and large bushes should be located a distance of at least one-half of the mature height away from the foundation and other grade slabs sensitive to movements. Sprinkler mains should be located a minimum 5 feet away from the building line. If sprinkler heads must be located adjacent to the structure, then the service extension lines off the main should be provided. Roof drains should discharge on pavement or be extended away from the structure. Ideally, roof drains should discharge to storm sewers via solid pipes. CONSTRUCTION OBSERVATION AND TESTING FREQUENCY It is recommended that the following items, as a minimum, be observed and tested by a representative of FARGO during construction. Observation: • Fill placement and compaction. • Foundation construction and concrete placement. Field Compaction Testing: • Building pads, one test per 3,000 square feet per lift within fills (minimum of 2 tests per lift). • Area paving, one test per 5,000 square feet per lift within fills (minimum of 2 tests per lift). • Utilities, one test per 100 linear feet per lift or as per city/county requirements. • Fill placed next to grade beams, one test per 100 linear feet per lift. REPORT CLOSURE The boring logs included in the report Illustrations show subsurface conditions at specific boring locations. These logs also contain interpretations made by our field drilling representatives of conditions that are believed to exist between sampling intervals during drilling and sampling. Therefore, the boring logs contain both factual and interpretive information, and the lines delineating the subsurface strata are approximate. It is not implied that these logs are representative of subsurface conditions at other locations within the site. The design recommendations in general, are based on the information obtained from the borings and laboratory testing and are specific to the referenced proposed project at the specific location(s) noted in this report. The engineer's initial analyses, conclusions, and recommendations are based on the data obtained from the borings. However, during construction, quite often anomalies in the subsurface conditions are revealed and cannot be fully predicted by mere soil samples, sample borings, or test pits. -19- FARGO Report No. G25-4482 R-'7700 If during construction, different subsurface conditions from those encountered in our borings are observed, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. Unexpected conditions during excavation, observation, and testing frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency funds is recommended to accommodate such potential extra cost. Subsurface conditions can change with the passage of time. Recommendations contained herein are not considered applicable for an extended period from the date of this report. It is recommended that our office be contacted for a review of the contents of this report in the case of any changes to project scope (e.g. grading plan, building layout, structural framing etc.) or for construction commencing more than 1 '/2 year after completion of this report. Further, it is urged that FARGO be retained to review those portions of the plans and specifications for this project that pertain to earthwork and foundation as a means to determine whether the plans and specifications are consistent with recommendations contained in this report. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around the site. In addition, slope stability analyses (localized and/or global) for ground slopes, retaining walls, or embankment slopes (existing or to be constructed) were beyond the scope of this service. Referenced studies, where needed, should be performed separately. Upon written request, FARGO may be retained to perform referenced studies. FARGO is not responsible for conclusions, opinions or recommendations made by others based on the data presented in this report. This report has been prepared for the exclusive use of the entity and/or person to whom this report is addressed for specific application to the design of this project. The only warranty made by us in connection with the service provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Verification of the subsurface conditions for purposes of determining the difficulty of excavation, trafficability, site safety, excavation support, etc. is the responsibility of others. FARGO is not responsible for damages resulting from the workmanship of designers or contractors. -20- FARGO Report No. G25-4482 R-'7700 In the event that information provided to us did not include final grading plans, then these recommendations should be reviewed once a grading plan is finalized. We recommend that FARGO be retained to observe earthwork and perform material evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to be readily available to evaluate unanticipated conditions and, if required, to conduct additional tests and to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, undercut depths, proper soils moisture conditioning, and other such subsurface related recommendations should be considered as preliminary. -21- ILLUSTRATIONS 1.» I VYT�Y CM� VJ tJµY �J'tl a a i5t = ens c� .i0ar]?-2 Dr � G Luxor Gutierrez Dw m v Quail Crowe Dr SITE Presidio Mists fir Luxe Drfi�'sr d U ace's WA C� Ag Ulive ill Ln f rY Rivu. Wy Cresk Ln C. w Sri d 4 tp �' Zonama in 0 G J�� 04ve rfB Ln Bello Hill Ln Parter Creek Dr Site Vicinity Map i s Vista Dr Project: Proposed Commercial Development Not to Scale F,fciL? � Location: 8741 Harmon Road, Fort Worth, Texas ��/ �/ FARGO Report No.: G25-4482 PLATE A Quail Grave Drive 60 W,& R�gnt-of-Way 1 ] _ 1 N 89°5738° E-470M _ �1-5 , _ $ B-7 — — LF I 15 Spa 0 - �L9 1 - r 79' 'pNces ®9. i 4 yawn wot -_. N 893739 E . 162.00 IWo. 0121n aae , 69'373'' r 199.95 y am _ I I 1 Io 7 Spaces 63'r F2-u I/2' k 1 1 1Ak B - IB'-- 14 LEI— 1Y-18' 9.21' 9.21' - e' -� IS 1]' 18 e' 1hops at Presidio LC 3 e o o u 19 T4, 0 t/2' G F Pr i e -J w M Iw I m 1 .Slate 6 5, pa es ® 9' Sal - , �' 9 1 r of Fa. wunth s ]2' Slop menl O 4120 A4. C�. Doc I No. D2191 829 _ 07 _ _ DPR3CT --JT74,7471S . Pt.) S 99'37-39" W - 203.07 w-3 RIR -_ 129' U 1 No. 020508@99 a1� B-V 4 18' - ?r p 1 .c, OPRlOi - - I — -� N_8936'00' E 233.55 _ — —_ _ fey C T � o Document NoyD2191428lD— ,H t PNRSENG ¢ DRTCT = 3 _ i ] �O 9 8 _ B 5 Fan E o \\ 11 Spaces ®9 99 - Dmr a9 r«nty r9142831 No 021914I8JI 193\'9 2J City 0 Fo `aWa�h Y4 p7 _ N 89'37'39' E 149.00 Wcument No. DD2222110M. 6' Elecl6, line Easement \ n e. opshcT 6 Doc. Na- 0218164I01 B-Y ❑ 4 �_ DPRICF Wye c- r 19—P�De�s 9' = 171' c i p ";-°"6�R�.wed8--=a=axs a Location Plan /� ^Project: Proposed Commercial Development Not To Scale �O Location: 8741 Harmon Road, Fort Worth, Texas Approximate Boring Location R f, �/ FARGO Report No.: G25-4482 PLATE A-1 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 000< 01 0 000 5 5 00, 10 10 00 15 15 t o a) m L a c � F- 20 20 3 a -n o m 25 25 30 30 35 35 40 40 Fill ® High plasticity clay SUBSURFACE PROFILE Shale Report No. G25-4482 High plasticity clay Proposed Commercial Development Fort Worth Texas PLATE A-2-1 R?7G0 LOG OF BORING NO. B-1 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Intermittent LABORATORY DATA o Y o od m °° 0-J CO m m a z 0 0 ` Too w p z z a Q a can a z F w Q^ ai LL o z w z O w � o a 0 co a W z 0 co nay. w � o LL Z a LL o ff z� z c7 p W c�� Z 0 o N. Oz z ¢ w a> oLU GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion (feet): Dr DESCRIPTION OF STRATUM P4.5+ N11 4 Tan intermixed calcareous clays with limestone fragments - Fill 12 14 5 V P4.5+ P4.5+ P4.5 P4.0 18 Tannish brown, reddish brown and gray Clay (CH) with intermittent calcareous clay seams 15 17 97 2.7 10 22 57 22 35 20 15 N50/4.5" VI T100/ 5.5" T100/5" T100/ 35 Dark gray Shale - with occasional gray limestone seams to 21 feet 20 25 30 35 BORING TERMINATED AT 35 FEET REMARKS: , a X M m ///^,�// R- ' 0 TUBE SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE THNDE PEN. NO RECOVERY Plate 1 LOG OF BORING NO. B-2 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Intermittent LABORATORY DATA Y U O od m waa Fmm a z 0 0 } W Ha00 W p z z a Q a cn a ~ w 0 Q^ ~ co LL o w z O w ~ � ~ O o z U O W } � LL Zo ((`n O H W ! F z c7 w c�� Z O z z ¢ W a> o GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion (feet): Dr DESCRIPTION OF STRATUM 0 P4.5+ P4.0 P3.5 6 Dark brown to brown Clay (CH) with a trace of calcareous nodules 22 69 25 44 23 5 23 P4.5 P3.5 P4.5 15 Tannish brown, reddish brown and gray Clay (CH) with occasional calcareous clay seams and rocky laminations 20 22 10 20 54 21 33 15 N50/7.5" T100/5" 25 Dark gray Shale 20 19 25 BORING TERMINATED AT 25 FEET 30 35 REMARKS: , m // /^' f 1700 TUBE SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE THNDE PEN. NO RECOVERY Plate 2 LOG OF BORING NO. B-3 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Intermittent LABORATORY DATA o Y o od m °° 0-J CO m m a z 0 0 ` Too w p z z a Q a can a z F w Q^ c~i� LL o z w z O w � o a 0 co a W z 0 co -j w � o LL W a LL o ff z� z c7 p W c�� Z 0 o N. Oz z ¢ w a> oLU GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion (feet): Dr DESCRIPTION OF STRATUM P4.5+ N7 4 Tan intermixed calcareous clays - Fill 12 18 5 P3.5 P4.5 P4.5+ P4.0 16 Tannish brown, reddish brown and gray Clay (CH) - with calcareous clay seams to 10 feet 23 21 20 10 22 56 21 35 97 3.1 15 N50/6.5" T100/ 4.5' T100/5' 35 Dark gray Shale 20 16 25 30 35 BORING TERMINATED AT 35 FEET REMARKS: , m ///^,�// R- ' 0 TUBE SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE THNDE PEN. NO RECOVERY Plate 3 LOG OF BORING NO. B-4 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Intermittent LABORATORY DATA o Y o od m °° 0-J CO m m a z 0 0 ` Too w p z z a Q a can a z F w Q^ ai LL o z w z O w � o a 0 co a W z 0 co nay. w � o LL Z a LL o ff z� z c7 p W c�� Z 0 o N. Oz z ¢ w a> oLU GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion (feet): Dr DESCRIPTION OF STRATUM 0 P4.5 P3.5 P4.5 P4.5 P4.0 P4.0 15 Tannish brown Clay (CH) with occasional intermittent calcareous sandy clay seams - reddish brown and gray below 4 feet 18 19 63 23 40 96 2.5 5 21 53 21 32 16 10 22 15 N50/7" T100/5" T100/ 30 Dark gray Shale 20 16 25 30 BORING TERMINATED AT 30 FEET 35 REMARKS: , m // /^' f 1700 TUBE SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE THNDE PEN. NO RECOVERY Plate 4 LOG OF BORING NO. B-5 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Intermittent LABORATORY DATA o Y o od m °° 00 CO m m a z 0 0 ` Too w 0 z z a Q a can a z F w Q^ c~i� LL o z w z O w � o a 0 co a W z 0 co -j w � o LL W a LL 0 H z� z c7 0 W c�� Z 0 o N. Oz z ¢ w a> oLU GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion (feet): Dr DESCRIPTION OF STRATUM 0 P4.5+ 2 Brown Clay (CH) with a trace of calcareous nodules 16 P3.5 P4.5 P4.5 P4.5 P4.0 17 Tannish brown, reddish brown and gray Clay (CH) with occasional calcareous clay seams and a trace of calcareous nodules - medium to dark gray shaley clay with shale seams below 15 feet 21 5 19 22 21 10 21 58 22 36 15 N50/7.5" T100/6" T100/ 30 Dark gray Shale 20 18 25 30 4.5" BORING TERMINATED AT 30 FEET 35 REMARKS: , m ^,�//TUBE RRGO SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE THNDE PEN. NO RECOVERY Plate 5 LOG OF BORING NO. B-6 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Intermittent LABORATORY DATA o Y o od m °° ai 0-J CO m m a z 0 0 ` Too w p z z a Q a can a z F w Q^ c~i� LL o z w z O w � o a 0 co a W z 0 co -j w � o LL W a LL o ff z� z c7 p W c�� Z 0 o N. Oz z ¢ w a> LU o GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion (feet): Dr DESCRIPTION OF STRATUM 0 P4.5+ P4.5+ P4.5+ 6 Dark brown to brown Clay (CH) with a trace of calcareous nodules 17 17 62 23 39 5 3. P4.5 P3.0 P3.5 P4.5 20 Tannish brown, reddish brown and gray Clay (CH) with occasional calcareous clay seams 21 25 10 23 15 98 20 N50/6.5" T100/ 5.5" T100/4" 35 Dark gray Shale 25 20 L% 30 35 BORING TERMINATED AT 35 FEET REMARKS: , m ///^,�// R- ' 0 TUBE SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE THNDE PEN. NO RECOVERY Plate 6 LOG OF BORING NO. B-7 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Continuous LABORATORY DATA 0 U J .6 m co co LL 0 -J �mm a W p p W p z z a Q a U) n: � z F o D ~ c o Z z p v w � o a J (� co a W } F (� (0o - (_'� LU LL a LL w~ Z 2 LL 0 p w (�� Z� 0 o N. z (7 Q w a> oLU GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion feet : Dr DESCRIPTION OF STRATUM 0 P4.5+ Ng 3 Tan intermixed calcareous clays with limestone fragments - Fill 12 15 43 18 25 P4.5 5 Tannish brown, reddish brown and gray Clay (CH) with calcareous clay seams 5 BORING TERMINATED AT 5 FEET 10 15 20 25 30 35 REMARKS: , m '',��//TUBE RRGO SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE CTHD ONE PEN. NO RECOVERY Plate 7 LOG OF BORING NO. B-8 Report No: G25-4482 Date Sampled: 7/9/2025 Reference: Proposed Commercial Development Location: See Plate A-1 Fort Worth, Texas Surface Elevation: N.A. FIELD DATA Sampling Type: Continuous LABORATORY DATA a W Y o xs co °° m Co a- z 0 0 ow LU p � = o a < n z F w O Q ^ LL o z w z O v w � o a c� co a W z F c� co -j = w o LL z a LL w~ Z LL c7 p � Z� 0 ON Oz Z �5 a w oLU GROUNDWATER INFORMATION: Seepage Encountered During Drilling (feet): None Depth to Top of Water Upon Completion feet : Dr DESCRIPTION OF STRATUM 0 P4.5+ P4.5+ P4.0 5 Dark brown to brown Clay (CH) with a trace of calcareous nodules 20 21 ' 5 BORING TERMINATED AT 5 FEET 10 15 20 25 30 35 REMARKS: /^— f 1700 TUBE SAMPLE AUGER SAMPLE SPLIT- SPOON ROCK CORE CTHD ONE PEN. NO RECOVERY Plate 8 TERMS AND SYMBOLS USED ON BORING LOGS Consistency of Fine -Grained Soils Relative Density of Coarse -Grained Soils Descriptive Term Unconfined Compressive Strength Standard Penetration Descriptive Term (Consistency) (Blows/Foot) (Relative Density) VERY SOFT Less than 0.25 0-4 Very Loose SOFT 0.25 to 0.5 4-10 Loose FIRM 0.5 to 1 10-30 Medium STIFF 1 to 2 30-50 Dense VERY STIFF 2 to 4 Over 50 Very Dense HARD Greater than 4 Grain Size Terminology Relative Proportion of Fines Major Component of Sample Particle Size Descriptive Term Percent by Dry Weight BOULDERS: 12 in. diameter or larger TRACE 1-10 COBBLES: 3 in. to 12 in. diameter LITTLE 11-20 GRAVEL: Coarse 0.75 in. to 3 in. SOME 21-35 Fine 0.2 in. to 0.75 in. AND 36-50 SAND: Coarse 2 mm to 4.75 mm Medium 0.4 mm to 2 mm Fine 0.07 mm to 0.4 mm SILT: 0.002 mm to 0.07 mm CLAY: 0.002 mm or smaller Soil and Rock Symbols ... . . :.... Clay Sandy Clay Clayey Sand Sand Sandstone Fill Gray Limestone Tan Limestone Shale Sandy Shale Gravel Silty Sand REFERENCES: ASTM D 2487 Peck, Hanson, and Thornburn, (1974), Foundation Engineering h^,3G0 PLATE B AR700 APPENDIX FARGO Report No. G25-4482 FIELD EXPLORATION RORGO A total of 8 sample borings were advanced on the subject study area to the depths shown on the Log of Borings (Plates 1 through 8), in the report Illustrations. Borings were advanced at approximate locations shown on the Location Plan (Plate A-1). Boring locations were marked in the field by using a hand-held GPS. As a guide in locating the borings, landmarks, which could be identified in the field and as shown on the provided site plan, were used. With reference to the aforesaid, the boring locations shown on Plate A-1 should be considered approximate. Surveying services to determine coordinates and surface elevations of the borings were beyond the scope of this study. Borings were advanced between sampling intervals using continuous flight augers. The following sampling and field testing were performed during field operation. • Shelby tube sampler (ASTM D-1587). • Split -spoon sampler/Standard Penetration Test (ASTM D 1586). • TxDOT Cone Penetration Test. One representative portion of each sample was sealed in a plastic bag and transported to our laboratory in waxed core boxes for further visual examination and testing. Water observations were made during and at the completion of field operations. Boreholes were backfilled with on -site soils at the completion of field operations. A record of field observations was maintained in the form of field logs by the drill crew visually describing the subsurface materials encountered, interpretation of the subsurface materials transition, and other pertinent field data. Subsurface conditions encountered at each of the boring locations and boring depths are shown on Log of Borings. Material's descriptions presented on the logs are based on evaluation of the laboratory test results, visual examination of the samples in our laboratory, and data and information obtained in the field. Descriptions of terms and symbols used on the logs are presented on Plate B after the Log of Borings. Appendix C-1 FARGO Report No. G25-4482 R-'7700 LABORATORY TESTING Samples obtained from the borings were visually examined in the laboratory by a geotechnical engineer and tests were assigned on selected samples. Tests presented below, were performed by laboratory technicians under the direction of the engineer, in general accordance with the applicable ASTM procedures. • Hand Penetrometer Resistance • Moisture Content • Liquid and Plastic Limits • Dry Unit Weight • Unconfined Compressive Strength • Absorption Swell Absorption swell test was performed on selected samples of cohesive soils to further evaluate volume change potential at in -situ soil moisture levels. The results of routine laboratory tests are presented on the individual Log of Borings. The results of absorption swell test are presented below: Boring No. Sample Depth (feet) Initial Moisture N Final Moisture N Swell N B-1 8-10 22 24 2.2 B-2 2-4 23 28 5.3 B-3 13-15 22 22 0.3 B-4 6-8 21 24 3.6 B-6 2-4 17 26 9 B-6 8-10 25 26 1.4 Appendix C-2