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064667-PM1 - Construction-Related - Contract - Developer, QT South, LLC and Mora Construction, Inc.
CSC No. 64667-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER AND PAVING IMPROVEMENTS TO SERVE QUIKTRIP No. 1862 IPRC Record No. IPRC25-0101 City Project No. 106394 FID No. 30114-0200431-106394-EO7685 File No. K-3363 X File No. X-28676 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth March 2026 Prepared By Kirkman Engineering 5200 State Highway 121, Colleyville, TX 76034 Texas Firm No. 1.5874 817-488-4960 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 5 Last Revised 00 44 13 Invitation to Biddefs- 03/20/2020 0021 13 1flSt- H66E) f S *^ T id-d-e .'S 03/20/2020 00 41 00 Bid-F-ofm 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid43ond 04/02/2014 nno ^z 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 0045 13 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 08/21/2018 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 0062 19 Maintenance Bond 01/31/2012 00 7200 General Gen&ions 11/15/2017 007300 07/01/2011 0073 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 iMeefifigS07/01/2011 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 4 to3 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 6000 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 7123 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.2ov/tpw/contractors/ or https:Happs.fortworthtexas.gov/ProeectResources/ Date Division 02 - Existing Conditions Modified n2 n, l oz-rrr4 n2nt ,c Paving Remeve4 Division 03 - Concrete Division 26 - Electrical Division 31 - Earthwork �,�00 Site Gleafing '2 1�3 Beffew 21�0 Embanfmen+s, 31 25 00 Erosion and Sediment Control 34-36-00 Gabieffs, �,�00 Division 32 - Exterior Improvements � 7247n, , TTT 3✓2--9-� 32 n, N 32 11 29 Lime Treated Base Courses 2 , ,-37 T Liq*w Treated Sail 9-t-ah-i-lize-F 324246 � 3' 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 324446 � 3216 13 Concrete Curb and Gutters and Valley Gutters CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 17 23 Pavement Markings 32, 2c Curb Addr-es&Teinfing 2 3 , 3 (''t,.,i Fefiee& .,* Cft des -o 32-34-29 Wood Fenees and Gates 2-324- 32 91 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro -Mulching, Seeding, and Sodding 2 93 n3 TFees era Sh bs Division 33 - Utilities 3 n, zn �o Sewer- and Manhole Testing 3-�-3,T0n �o Bypass Ptimping of Existing Sewef Systems 33 0 ,n �o nn , 3-,z ,, ,. rffosio rr# , Tres. Stations 8 3-non nn 3 nn cn �o Gleaning of Sewer- Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 3-nc,� z 33nc,3,n Rame, C&ver- and Grade Rings Composite Othef Stmetwes to 33 05 14Boxes, and 334646 !`one -ore \II ate A1atAts � z�T Cone .ete Ge fl ..s 3� �o Auger- Ber-ing 3 nc 2 �z Tunnel r if e, nt to 33nc2, �z Steel Casing Pipe 3nc2- Hand Tufme4ng 3-3--05-24 installation Gafr-ier- Pipe in Ga T-tff Liner- Pla4-e of me! 3 nc 2� �o Utility Nlar-ker-s�Leea4er-s 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride PVC Pressure Pipe 3„ ,3 4 Bth-ied Steel Pipe and Fitt' _ 3„ ,c We Stressed Gonerete GylindepFipe 33 12 10 Water Services 1-inch to 2-inch ZZT 42-4T 3 , 2 �M �.;t; neert Seated Ga4e Valve 3z 33 1225 Connection to Existing Water Mains 3 ,2 zn �o Combination Air- Valve Assemblies for- Wa4er- Syste -Potable 0 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 r mgm1Sanitary Sewer Service Connectionsand Service Line EXZNTIWT!Ka�- e .! me e _! ♦ _ !! ajz--, ! \ ♦ • ! M.M. I I\ Division 11 1 i i ! r _ r . rIRWIN i ♦ ! ♦ \ r . Traffic Control CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix GC 4.01 A aiiabi" pus 1 Gr ^.02 St bsuf ue�sieal Conditions GG 4.06 a ,.,,.dotis Efwir-enmeatal Condition t Site GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page I of4 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 3305.0109 Trench Safety 33 05 10 LF 20 $2.00 $40.00 2 3312.2003 2" Water Service 33 12 10 EA 1 $7,500.00 $7,500.00 3 3312.2003 1.5" Water Service 33 12 10 EA 1 $5,818.00 $5,818.00 4 3311.0241 8" Water Pipe 3311 10 LF 10 $80.00 $800.00 5 3201.0614 Conc Pvmt Repair, Residential SF 140 $4.50 $630.00 6 7 8 9 10 11 12 13 TOTAL UNIT 1: WATER IMPROVEMENTS $14,788.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_ DAP_Utilities.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 3 of4 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 III: DRAINAGE IMPROVEMENTS 1 3349.5001 10' Curb Inlet 3341.0103 18" RCP, Class III 33 49 20 33 41 10 EA 1 $14,000.00 $14,000.00 2 LF 10 $110.00 $1,100.00 3 4 5 6 7 8 9 10 11 12 TOTAL UNIT II: DRAINAGE IMPROVEMENTS $15,100.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_ DAP_Utilities.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 4 of 4 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS $14,788.00 UNIT II: PAVING IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS $15,100.00 Total Construction Bid $29,888.00 This Bid is submitted by the entity named below: BIDDER: Venus Construction 1426 S Main Mansfiled, TX 76063 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Matt Petry TITLE: VP Commercial Constructi n DATE: 3/6/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 30 working days after the date when the 00 42 43_Bid Proposal_ DAP_Utilities.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 2 of 4 Bidder's Application Project Item Information Bidder's Proposal Bidiist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT II: PAVING IMPROVEMENTS 1 3211.0501 6" Lime Treatment 3211 29 3211 29 SY 355 $7.15 $2,538.25 2 3211.0400 Hydrated Lime TONS 20 $182.71 $3,654.20 3 3213.0105 10" Conc Pvmt 32 13 13 SY 355 $94.50 $33,547.50 4 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 220 $30.00 $6,600.00 5 3213.0302 5" Conc Sidewalk 32 13 20 SF 1780 $5.50 $9,790.00 6 3213.0501 Barrier Free Ramp, Type P-1 33 13 20 EA 2 $500.00 $1,000.00 7 3292.0201 Utility Service Surface Restoration Seeding 32 1320 SF 139 $1.27 $176.53 8 3217.#### SLID Pvmt Marking HAS 32 17 23 EA 1 $700.00 $700.00 9 3217.1002 Lane Legend Arrow 32 17 23 EA 2 $700.00 $1,400.00 10 3217.1004 Lane Legened Only 32 17 23 EA 2 $700.001 $1,400.00 11 13471.0001 Traffic Control 341713 EA 1 $8,000.00 $8,000.00 12 TOTAL UNIT II: PAVING IMPROVEMENTS $68,806.48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Farm Version May 22, 2019 004243_Bid Proposal_DAP_Paving.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 4 of 4 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description I Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: PAVING IMPROVEMENTS $68,806.48 UNIT III: DRAINAGE IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Farrier Concrete Construction 1336 Glen Cove Southlake, TX 76092 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: James Farrier TITLE: President DATE: 3/6/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version May 22, 2019 30 working days after the date when the 00 42 43_Bid Proposal_ DAP_Paving.xls 00 45 12 DAP PREQUALIFICATION STATEMENT Page I of I SECTION 00 4512 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 Water Distribution, Development, 8" Dia. and smaller Venus Construction 5/31 /2026 Concrete Pavement Construction/Reconstruction Less Than 15,000 SY Farrier Concrete Construction, LLC The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Venus Constrcuction 1426 S Main Mansfield. "1A 70063 Farrier Concrete Construction, LLC 1336 Glen Cove Southlake, TX 76092 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT Form Version September 1, 2015 BY: Matt Petry LA (Signature) TITLE: VP Commercial Construction DATE: 03/06/2026 BY: James Farrier (Signature) TITLE: President DATE: 03 /06/2026 END OF SECTION 00 45 26 - 1 CONTRACTOR COMPLIANCE WIT1.1 WORKER'S COMPENSATION LAW Page I ur I SECTION 00 45 26 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. I0094 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. R 9 CONTRACTOR: U 12 13 14 15 16 17 18 19 20 21 22 23 24 _nFarrigr Concrete Construction, LLC _ By: J mes Fgnjcr Company (Please Print) 1336 Glen Cove Signature: Address Southlakg, TX 76092 City/State/Zip THE STATE OF TEXAS COUNTY OFTARRANT § Title: Prgsident (Please Print) 25 BEFORE ME, the twdersigned authority, on this day personally appeared 26�,�5_- ai("1tr , known tome to be the person whose name is 27 subscribed to the fore oing instrument, and acknowled ed to me that he/she executed the same as 28 the act and Yt:"�"� �GYI,f'l1►`1llr✓t'or the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN LINDER MY HAND AND SEAL OF OFFICE this day of 32 , 201Q 33 ""0,< HALEY MEKETT BUSSING `wh�v P�<i� t 34 _z°;o Notary Public, State of Texas 35'T= Comm. Expires 10-08-2028 36 %�of*` �'�1ft15�w� Notary ID 132720698 Notary tlbllc 1 nd for the State of xas 37 38 END OF SECTION 39 CITY OF FORT WORTH QuikTrip No. 1962 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 106394 Revised April 2, 2014 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 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 106394 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Venus Construction By: Matt Petry Company (Please Print) 1426 S Main Signature: Address Mansfield, TX 76063 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § Title: VP Commercial Construction (Please Print) BEFORE ME, dersigned authority, on this day personally appeared l l !� �,/— , known to me to be the person whose name is subscribed to the foregoing instrument ar d ackn,owledg to Ine that he/she executed the same as the act and deed of rJsxS onA)kA �� o Cy for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ( day of 200� �a� g�4 4/ Notary Public in and for thd State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 QuikTrip No. 1862 City Project No. 106394 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on June 30, 2025 is made by and between the Developer, QT 5 South, LLC authorized to do business in Texas ("Developer"), and Mora Construction, Inc. 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 QuikTrip No. 1862 17 City Project No. 106394 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 30 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Zero Dollars ($ 0.00) for each day that expires after the time specified in 36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Forty Six Thousand, Nine Hundred and Thirteen 40 Dollars and Ninety Eight Cents ($ 46,913.98). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 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. 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. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by anv act, omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and ill CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on June 30, 2025 is made by and between the Developer, QT 5 South, LLC authorized to do business in Texas ("Developer"), and Mora Construction, Inc. 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 QuikTrip No. 1862 17 City Project No. 106394 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 30 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Zero Dollars ($ 0.00) for each day that expires after the time specified in 36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Twenty Nine Thousand, Eight Hundred and Eighty 40 Eight Dollars ($ 29,888). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 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. 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. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by anv act, omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and ill CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 116 117 7.6 Authority to Sign. 118 119 120 121 122 123 124 125 126 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Venus Construction B: (Signatur ) Developer: QT South, LLC (Signature) Matt Petry Thomas P Edwards (Printed Name) (Printed Name) Title: VP Commercial Construction Title: Vice President Company Name: Venus Construction Company name: QT South, LLC Address: 1426 S Main Address: 8700 Freeport Pkwy Suite 115 City/State/Zip: Mansfield, TX 76063 City/State/Zip: Irving, TX 75063 03/06/2026 03/06/2026 Date Date CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on June 30, 2025 is made by and between the Developer, QT 5 South, LLC authorized to do business in Texas ("Developer"), and Mora Construction, Inc. 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 QuikTrip No. 1862 17 City Project No. 106394 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 30 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Zero Dollars ($ 0.00) for each day that expires after the time specified in 36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Sixty Eight Thousand Eight Hundred and Six 40 Dollars and Forty Eight Cents ($ 68,806.48). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 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. 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. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by anv act, omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and ill CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 116 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly 119 authorized signatory of the Contractor. 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 125 Contractor: Developer: Farrier Concrete Construction, LLC QT South, LLC B By: (Signature) (Signature) James Farrier Thomas P Edwards (Printed Name) (Printed Name) Title: President Title: Vice President Company Name: Farrier Construction, Company name: QT South, LLC LLC Address: 1336 Glen Cove Address: 8700 Freeport Pkwy Suite 115 126 City/State/Zip: Southlake, TX 76092 City/State/Zip: Irving, TX 75063 03/06/2026 03/06/2026 Date Date CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised June 16, 2016 / ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: BIS-PAK° BUSINESS LIABILITY AND MEDICAL EX- PENSES COVERAGE FORM 1. Who Is An Insured is amended to include as an additional insured: a. Any person(s) or organization(s) for whom you are performing operations when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and b. Any other person(s) or organization(s) you are required to add as an additional insured under the contract or agreement described in paragraph a above. Such person(s) or organization(s) is an addi- tional insured only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. However, the insurance afforded to such addi- tional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an addi- tional insured under this endorsement ends on the earlier of the date: a. When your operations for that insured are completed; or b. The contract or agreement you have en- tered into with the additional insured is ter- minated. 2. With respect to the insurance afforded these additional insureds, the following additional ex- clusions apply: CB-7433(7-13) fessional architectural, engineering or sur- veying services, including: (1) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the occurrence which caused the bodily injury or property dam- age, or the offense which caused the per- sonal and advertising injury, involved the rendering of or the failure to render any professional services. b. 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 ser- vice, maintenance or repairs) to be per- formed 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 con- tractor or subcontractor engaged in per- forming operations for a principal as a part of the same project. 3. With respect to the insurance afforded to these additional insureds, the following is added to the Liability And Medical Expenses Limits Of Insurance section: The most we will pay on behalf of the addi- tional insured is the amount of insurance: a. Required by the contract or agreement you have entered into with the additional in- sured; or b. Available under the applicable Limits of In- surance shown in the Declarations; This insurance does not apply to: whichever is less. a. Bodily injury, property damage or personal and advertising injury arising out of the ren- This endorsement shall not increase the ap- dering of, or the failure to render, any pro- larationcable Limits of Insurance shown in the Dec- aratins. CB-7433(7-13) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 ADDITIONAL INSURED - COMPLETED OPERATIONS AUTOMATIC STATUS CB-7245(7-13) WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU (OWNERS, LESSEES OR CONTRACTORS) This endorsement modifies insurance provided under b. Bodily injury or property damage that occurs the following: after the time period during which the BIS-PAK° BUSINESS LIABILITY AND MEDICAL EX- contract or agreement described in item 1 PENSES COVERAGE FORM requires you to add such person or or- 1. Who Is An Insured is amended to include as an ganization onto your policy as an additional additional insured: insured for completed operations; or a. Any person(s) or organization(s) for whom c. Bodily injury or property damage arising out you have performed operations if you and of the rendering of, or the failure to render, such person(s) or organization(s) have any professional, architectural, engineering agreed in writing in a contract or agreement or surveying services, including: that such person(s) or organization(s) be (1) The preparing, approving or failing to added as an additional insured on your poli- prepare or approve maps, shop draw- cy for completed operations; and ings, opinions, reports, surveys, field or- b. Any other person(s) or organization(s) you ders, change orders or drawings and are required to add as an additional insured specifications; or under the contract or agreement described (2) Supervisory, inspection, architectural or in paragraph a above. engineering activities. Such person or organization is an additional This exclusion applies even if the claims against insured only with respect to liability included in any insured allege negligence or other the products -completed operations hazard for wrongdoing in the supervision, hiring, employ - bodily injury or property damage caused, in ment, training or monitoring of others by that whole or in part, by your work performed for that insured, if the occurrence which caused the additional insured at the location designated bodily injury or property damage involved the and described in the contract or agreement. rendering of or the failure to render any profes- However: sional services by or for you. a. The insurance afforded to such additional 3. With respect to the insurance afforded to these insured only applies to the extent permitted additional insureds, the following is added to the by law; and Liability And Medical Expenses Limits Of Insurance section: b. If coverage provided to the additional in- sured is required by a contract or agree- If coverage provided to the additional insured is ment, the insurance afforded to such addi- required by a contract or agreement, the most tional insured will not be broader than that we will pay on behalf of the additional insured is which you are required by the contract or the amount of insurance: agreement to provide for such additional a. Required by the contract or agreement; or insured. b. Available under the applicable Limits of In- 2. The insurance does not apply to: surance shown in the Declarations; a. Bodily injury or property damage which oc- whichever is less. curs prior to execution of the contract or This endorsement shall not increase the ap- agreement described in item 1; or plicable Limits of Insurance shown in the Dec- larations. CB-7245(7-13) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 suit by an agent or employee of any insured shall not in itself constitute knowledge of the insured unless your partners, executive officers, directors, managers, members or a person who has been designated by them to receive reports of occurrences, offenses, claims or suits shall have received such notice from the agent or employee. P. Bodily Injury Definition Expanded The definition of bodily injury is amended to include mental distress and mental injury, including but not limited to mental anguish and emotional anguish. Q. Waiver of Subrogation for Written Contracts The following is added to the Transfer of Rights of Recovery Against Others to Us Condition, Applicable to Liability Coverage in the Bis-Pak' Common Policy Conditions: We waive any right of recovery we may have against a person or organization 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. The waiver applies only to: 1. Any person or organization with whom you have a written contract or agreement in which you are required to waive rights of recovery under this policy. Such contract or agreement must have been executed prior to the occurrence causing injury or damage; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in paragraph 1 above. R. Unintentional Failure to Disclose Hazard The following is added to the Representations Condition in the Bis-Pak' Common Policy Conditions: Based on our dependence upon your representations as to existing hazards, if unintentionally you should fail to disclose all such hazards at the inception date of your policy, we will not reject Liability coverage under this policy based solely on such failure. CB-7456(8-20) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 11 of 11 PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: BIS-PAK° COMMON POLICY CONDITIONS The following is added to paragraph H Other Insur- ance of the Bis-Pak' Common Policy Conditions and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek con- CB-1488(7-13) tribution from any other insurance available to an additional insured under your policy provided that: 1. The additional insured is a Named Insured un- der 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. CB-1488(7-13) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 TexaSMutuai` WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 4/1/24 at 12:01 a.m. standard time, forms a part of: Policy no. 0002072314 of Texas Mutual Insurance Company effective on 4/1/24 Issued to: FARRIER CONCRETE CONSTRUCTION LLC This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 3/20/24 WC420304B 9 Additional Insured — Automatic — Owners, Lessees Or ZURI 0 Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 3088495-01 1 Effective Date: 3/1/2026 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 4 in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a. above; or (b) "Your work" and included in the "products -completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is 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, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products -completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 4 (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim; (2) We receive written notice of a claim or "suit' as soon as practicable; and (3) A request for defense and indemnity of the claim or "suit' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 4 F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III — Limits Of Insurance: Additional Insured — Automatic — Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; 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. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 4 POLICY NUMBER: GLO 3088495 - 01 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Any Person or Organization that requires You to waive your Rights of Recovery, in a written contract or agreement with the Named Insured that is executed prior to the accident or loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 9 Blanket Notification to Others of Cancellation ZURICHO or Non -Renewal THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL03088495-01 I Effective Date: 3/1/2026 This endorsement applies to insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. Such list: 1. Must be provided to us prior to cancellation or non -renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non -renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non -renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph 113.1. or Paragraph 113.2. above. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. U-GL-1521-B CW (01/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 2 D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.1. of this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph B.2. of ** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. All other terms and conditions of this policy remain unchanged. U-GL-1521-B CW (01/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 2 SCHEDULE OF LOSS PAYEE(S) Insurance for this coverage part provided by: St. Veh. # Description of Vehicle Loss Payee and Mailing Address Any person or organization with whom you have agreed, through written contract, agreement or permit, executed prior to the loss, to provide loss payable coverage. U-CA-387-A (07-94) POLICY NUMBER: BAP 3088496-01 COMMERCIAL AUTO CA 20 01 11 20 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the Policy effective on the inception date of the Policy unless another date is indicated below. Named Insured: Bell Concrete, Inc. Endorsement Effective Date: SCHEDULE Insurance Company: Zurich American Insurance Company Policy Number: BAP3088496-01 Effective Date: 3/1/2026 Expiration Date: 3/1/2027 Named Insured: Venus Construction Co., Inc. Address: 1426 S. Main Street Mansfield, TX 76063 Additional Insured (Lessor): ALL LESSORS Address: Designation Or Description Of "Leased Autos": ALL "LEASED AUTOS" CA 20 01 11 20 © Insurance Services Office, Inc., 2019 Page 1 of 2 Coverages Limit Of Insurance Or Deductible Covered Autos Liability $1,000,000 Each "Accident" Comprehensive SEE ENDT Deductible For Each Covered "Leased Auto" Collision SEE ENDT Deductible For Each Covered "Leased Auto" Specified Causes Of Loss $ Deductible For Each Covered "Leased Auto" Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Coverage 1. Any 'leased auto" designated or described in the Schedule will be considered a covered "auto" you own and not a covered "auto" you hire or borrow. 2. For a 'leased auto" designated or described in the Schedule, the Who Is An Insured provision under Covered Autos Liability Coverage is changed to include as an "insured" the lessor named in the Schedule. However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: a. You; b. Any of your "employees" or agents; or C. Any person, except the lessor or any "employee" or agent of the lessor, operating a 'leased auto" with the permission of any of the above. 2. The insurance covers the interest of the lessor unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor, we will obtain his or her rights against any other party. C. Cancellation 1. If we cancel the Policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the Policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. D. The lessor is not liable for payment of your premiums. E. Additional Definition As used in this endorsement: 3. The coverages provided under this endorsement "Leased auto" means an "auto" leased or rented to apply to any 'leased auto" described in the Schedule you, including any substitute, replacement or extra until the expiration date shown in the Schedule, or "auto" needed to meet seasonal or other needs, when the lessor or his or her agent takes possession under a leasing or rental agreement that requires you of the 'leased auto", whichever occurs first. to provide direct primary insurance for the lessor. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor named in this endorsement for 'loss" to a "leased auto". Page 2 of 2 © Insurance Services Office, Inc., 2019 CA 20 01 11 20 Blanket Notification to Others of Cancellation 9 a or Non -Renewal ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP3088496-01 I Effective Date: 3/1/2026 This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part SCHEDULE The total number of days for mailing or delivering with respect to Paragraph 13.1. of this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph 13.2. of this endorsement is amended to indicate the following number of days: If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non -renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non -renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non -renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph 13.1. or Paragraph 13.2. above. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-832-B CW (03/23) Page 1 of 2 D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms, conditions, provisions and exclusions of this policy remain the same. Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-832-B CW (03/23) Page 2 of 2 COMMERCIAL AUTO CA99441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LOSS PAYABLE CLAUSE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. We will pay, as interest may appear, you and Cancellation ends this agreement as to the loss the loss payee named in the policy for "loss" to payee's interest. If we cancel the policy, we a covered "auto". will mail you and the loss payee the same B. The insurance covers the interest of the loss advance notice. payee unless the "loss" results from conver- D. If we make any payments to the loss payee, sion, secretion or embezzlement on your part. we will obtain his or her rights against any C. We may cancel the policy as allowed by the other party. Cancellation Common Policy Condition. CA 99 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 01 (Ed. 4-84) ALTERNATE EMPLOYER ENDORSEMENT This endorsement applies only with respect to bodily injury to your employees while in the course of special or temporary employment by the alternate employer in the state named in the Schedule. Part One (Workers Compensation Insurance) and Part Two (Employers Liability Insurance) will apply as though the alternate employer is insured. Under Part One (Workers Compensation Insurance) we will reimburse the alternate employer for the benefits required by the workers compensation law if we are not permitted to pay the benefits directly to the persons entitled to them. The insurance afforded by this endorsement is not intended to satisfy the alternate employer's duty to secure its obligations under the workers compensation law. We will not file evidence of this insurance on behalf of the alternate employer with any government agency. We will not ask any other insurer of the alternate employer to share with us a loss covered by this endorsement. Premium will be charged for your employees while in the course of special or temporary employment by the alternate employer. The policy may be canceled according to its terms without sending notice to the alternate employer. Part Four (Your Duties If Injury Occurs) applies to you and the alternate employer. The alternate employer will recognize our right to defend under Parts One and Two and our right to inspect under Part Six. Alternate Employer Any person or organization to whom or to which you are required to add as an alternate employer in a written contract or written agreement executed prior to loss, except where such contract or agreement is prohibited by law Schedule State of Special or Address Temporary Employment Texas This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 3/1/2026 Policy No. WC 3088494-01 Endorsement No. Insured Venus Construction Co. Inc Premium Insurance Company Zurich American Insurance Company Countersigned by WC 00 03 01 Page 1 of 1 (Ed. 4-84) Copyright 1984 National Council on Compensation Insurance. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT WC420304B (Ed. 6-14) 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: 3. Premium: The premium charge for this endorsement shall be 0% percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: INCL This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 3/1/2026 Policy No. WC 3088494-01 Endorsement No. Insured Venus Construction Co. Inc. Premium Insurance Company Zurich American Insurance Company Countersigned by WC 42 03 04 B © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 1 of 1 (Ed. 06-14) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 00 62 13 - 1 PERFORMANCE BOND Page 1 of 3 Bond Number: 46BCSJJ5707 SECTION 00 62 13 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Venus Construction Company, known as "Principal" herein and Hartford Fire 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 hela and firmly bound unto the Developer, QT South, LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Twenty Nine Thousand Eight Hundred Eighty Eight and no/100 Dollars ( 29 888.00), 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 CFA25-0190; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 30th day of June 2025, which Contract is hereby referred to and made a part hereof 22 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 23 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 24 provided for in said Contract designated as Quik Trip No. 1862 (Water and Storm Drain). 25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 26 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 27 perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during any period of CITY OF FORT WORTH Quik Trip No. 1862 5TANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECT5 City Project No. 106394 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 extension of the Contract that may be granted on the part of the Developer and/or City, then 2 this obligation shall be and become null and void, otherwise to remain in full force and effect. 3 PROVIDED FUiRTHER, that if any legal action be filed on this Bond, venue shall lie in 4 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 5 Worth Division. 6 This bond is made and executed in compliance with the provisions of Chapter 2253 of 7 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 8 accordance with the provisions of said statue. 9 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 10 this instrument by duly authorized agents and officers on this the 11 day of March 11 ,2026 PRINCIPAL: 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 ATTEST: (Principal) Secretary V�11.(/ifii� Witness as to Principal Witness as to Surety Lloyd Ray Pitts Jr CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Venus Construction Company BY: vS P Signature Name and Title�� Address: 1426 S Main Mansfield TX 76063 SURETY: Hartford Fire Insurance Comm BY: Si ur Jordan Pitts, Attorney -In -Fact _ Name and Title Address: 1206 Apollo Road #850367 Richardson, TX 75085 Telephone Number: 469-661-0314 Quik Trip No. 1862 City Project No, 106394 006213-3 PERFORMANCE BOND Page 3 of 3 1 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 2 from the by-laws showing that this person has authority to sign such obligation. If 3 Surety's physical address is different from its mailing address, both must be provided. 4 5 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Quik Trip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 006214-1 PAYMENT BOND Pagel of 3 Bond Number: 46BCSJJ5707 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TAR RANT § That we, Venus Construction Company, known as "Principal' herein, and Hartford Fire Insurance Company , a corporate surety ( or 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, QT South, LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Twenty Nine Thousand Eighty Hundred Eighty Eight and no/100 Dollars ( 29 888), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly 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: 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 CFA25-0190; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 30th day of June ,2025, which Contract is hereby referred to and made 22 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 24 said Contract and designated as Quik Trip No. 1862 (Water & Storm Drain). 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, 28 then this obligation shall be and become null and void; otherwise to remain in full force and 29 effect. CITY OF FORT WORTH Quik Trip No. 1862 City STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project No. 106394 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 3 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of 2 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 11 day of March ,2026, 6 ATTEST: (Principal) Secretary 3'' Witness as to Principal PRINCIPAL: Venus Construction Company �a s 1,1 � c� BY: Signature Name and Title Address: 1426 S Main Mansfield, TX 76063 SURETY: Hartford Fire Insurance Corn ATTEST: BY:� Signature CITY OF FORT WORTH 5TANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECT5 Revised January 31, 2012 Quik Trip No. 1862 City Project No. 106394 ✓��S- (Surety) Secretary Melissa Pitts Witness as to Surety Lloyd Ray Pitts Jr 1 006214-3 PAYMENT BOND Page 3 of 3 Jordan Pitts, Attorney -In -Fact Name and Title Address: 1206 Apollo Road #850367 Richardson, TX 75085 Telephone Number: 469-661-0314 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 END OF SECTION CITY OF FORT WORTH Quik Trip No. 1862 City STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project No. 106394 Revised January 31, 2012 Direct Inquiries, Bond Authenticity and Claims to: POWER OP ATTORNEY THE HARTFORD dPlaza One Hartfo Hartford, Connecticut 06155 Sond.Claimsntheharticrd.cont call: 888.266-3488 or fax: 860-757-6835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: PITTS FENNELL & ASSOCIATES LLC Agency Code: 46-508944 ® Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount ofunlimited: Lloyd R. Pitts, Jordan A. Pitts of R.ICHARDSON, Texas their true and lawful Attorneys) -in -Fact each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary Further, pursuant to Resolution of the Board of Directors of the Companies. the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. °F�PE�INS' ,,.PtSr'�KSG -..-� ,.�,�Ewmv,N,i•,, ': C' � i' a,0 =3e V oe' �COAPOYtIrQ � I. //y1( ,j)�'�'{ •�G6a/OA/IrO . �% 1974 �, 11 n iD Otto Phyllis A. Clark, Assistant Secretary Joelle l:( LaPierre, Assistant Vice President STATE OF FLORIDA ss. Lake Mary COUNTY OF SEMINOLE On this 1st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Floridg that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals: that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. • A, S. 't- �a � \•lanlnz :1re Nl% Commission HH 28736, Expires July 13. 2026 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of Signed and sealed in Lake Mary. Florida. : o : '•'' �: r.s?_ : eo;- �,Qurnve,ro ,.,.. =. •,� �, = 3:' M r �. i _• io �i ,�.mcx� :'a� ��� 11 Keith D. Dozofs, Assistant Vice President 1 2 3 4 5 6 7 8 THE STATE OF TEXAS § 0062 19- 1 MAINTENANCE BOND Page 1 of 3 Bond Number: 46BCSJJ5707 SECTION 00 62 19 MAINTENANCE BOND § KNOW ALL BY THESE PRESENTS: COUNTY OFTARRANT § That we Venus Construction Company, known as "Principal" herein and Hartford Fire Insurance Company , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether 10 one or more), are held and firmly bound unto the Developer, QT South, LLC, authorized to do 11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the sum of Twenty Nine Thousand Eight Hundred Eightv Eight and no/100 Dollars 13 ($29,888.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 15 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA25-0190; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the30thday of June , 2025 , which Contract is hereby referred to and a made part 23 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 24 other accessories as defined by law, in the prosecution of the Work, including any Work 25 resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for 26 in said Contract and designated as Quik Trip No. 1862 (Water and Storm Drain); and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will CITY OF FORT WORTH Quik Trip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 remain free from defects in materials or workmanship for and during the period of two (2) years 2 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 3 4 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 5 receiving notice from the Developer and/or City of the need thereof at any time within the 6 Maintenance Period. 7 8 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 9 any defective Work, for which timely notice was provided by Developer or City, to a completion 10 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 11 full force and effect. 12 13 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 14 noticed defective Work, it is agreed that the Developer or City may cause any and all such 15 defective Work to be repaired and/or reconstructed with all associated costs thereof being 16 borne by the Principal and the Surety under this Maintenance Bond; and 17 18 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 19 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 20 Worth Division; and 21 22 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 23 recoveries may be had hereon for successive breaches. 24 CITY OF FORT WORTH Quik Trip No. 1962 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 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 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on the 11th day ofMarc1�2026. 'ITT ES (Principal) Secretary 1)6 Ak" Witness as to Principal ATTEST: (Surety) Secretary 34 Witness as to Surety PRINCIPAL: Venus Construction Company BY: Signature ve s Name and Title Address: 1426 S Main Mansfield, TX 76063 SURETY: Hartford Fire Insurance Company BY: _ Sign e Jordann itts, Att rney-In-Fact Name and Title Address: 1206 Apollo Road #850367 sa Pitts Richardson, TX 75085 .,-- Lloyd Ray Pitts Jr Telephone Number: 469-661-0314 35 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 36 from the by-laws showing that this person has authority to sign such obligation. If 37 Surety's physical address is different from its mailing address, both must be provided. 38 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Quik Trip No. 1862 City Project No. 106394 Direct Inquiries, Bond Authenticity and Claims to: THE POWER OF ATTORNEY aND dPORD laza Hartford, Connecticut 06155 Bond.Claimsnthehart`ord.cow call 888-266.3488 orfax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: PITTS FENNELL & ASSOCIATES I,LC Agency Code: 46-508944 ® Hartford Fire Insurance Company, a corporation duly oreanized under the laws ofthe State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized wider the laws of the State of Indiana ® Hartford Accident and Indemnity Company, it corporation duly organized under the laws of the State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State ol'Indiana having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint up to the amount of unlimited: Lloyd R. Pitts, Jordan A. Pitts o` RICHARDSON, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any inechanically applied signatures applied to this Power of Attorney. ,,OSt NSG9,,^ ••••p\�Y'IMSL�%: � •�4 Gtl/UP,N;`a,, _� •.2 �; *L6 )fP •.. _ .F'•/:f , _QY.. gLYRPOAJIFO '. ran_ Phyllis A. Clark, Assistant Secretary Joelle C" LaPierre, Assistant Vice President STATE OF FLORIDA ss. Lake Mary COUNTY OF SEMINOLE On this 1st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals: that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. r, ai Mariluz Arce \ly Commission I-111 287363 F,pirs July 13, 2026 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of Signed and sealed in Lake Mary. Florida. ,:'QO :�•. ..SG9 :,, `, lS�4�. .._ SUq�y I(.�'���.�� M -\ `, J�pN�',. .'!h��•�. ;3= S •°S �'•..�� :mob'•., IAmAHa ib� �1 `t --� 197'1 •�o�s..orntio.e „�n n tr ai ,..it..... rX f Keith D. Dozois, Assistant Vice President Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeaV through your insurance company or HMO. If you don't, you may lose your right to appeal. The Hartford To get information or file a complaint with your insurance company or HMO: Call: Consumer Affairs at 1-800- 451-6944 Toll -free: 1-80G-451-6944 Email: bond.claims@thehartford.com Mail: The Hartford Financial Services One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company or HMO. If you don't, you may lose your right to appeal. The Hartford To get information or file a complaint with your insurance company or HMO: Call: Consumer Affairs at 1-800- 451-6944 Toll -free: 1-800-451-6944 Email: bond.claims@thehartford.com Mail: The Hartford Financial Services One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a ques�ion: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 006213-1 PERFORMANCE BOND Page I of 3 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Farrier Concrete Construction LLC , known as 9 "Principal" herein and FCCI Insurance Group , a 10 corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, 11 known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 12 QuikTrip Corporation, LLC, authorized to do business in Texas ("Developer") and the City of 13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Sixty Eight Thousand, 14 Eight Hundred and Six Dollars and Forty Eight Cents ($ 68,806.48 ), lawful 15 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of 16 which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we 17 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 18 firmly by these presents. 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 21 Agreement, CFA Number CFA25-0190; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the 30 day of June , 2025__,which Contract is hereby referred to and made a part 24 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 25 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 26 as provided for in said Contract designated as QuikTrip No. 1862. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 ,207/.-. 3 7 8 9 10 II 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 ATTEST: IVIA (Principal) Secretary ZZ.1-411-woz . , eAe- itness as to Principal AVL_�, Witne • s to Surety - Jason Nobles PRINCIPAL: Farrier Concrete Construction, LLC BY. _ ignature Title Address: 1336 Glen Cove Southlake, TX 76092 SURETY: icE'^ FCCI Insurance CompanyEA 1 ,` 1� LIFT— ik Jennifer Upton, Attorney-in-r!. t�. J 1 Name and Title Address: 6300 University Parkway Sarasota FL 34240 - 8424 Telephone Number: (800) 226-3224 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 2011 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 006214-1 PAYMENT BOND Page 1 of 3 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Farrier Concrete Construction, LLC , known as 9 "Principal" herein, and FCCI Insurance Grout), a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, QuikTrip Corporation, LLC, authorized to do business in Texas "(Developer"), and 13 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Six 14 Eight Thousand Eight Hundred and Six Dollars and Forty Eight Cents ($_68,806.48 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 16 payment of which sum well and truly be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents: 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 21 Agreement, CFA Number CFA25-0190; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 30 day of June , 2025 _ , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as QuikTrip No. 1862. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 0062 14 - 2 PAYMENTBOND Page 2 of 2 1 This bond is made and executed in compliance with the ,provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the /4 day of 6 20 Zs . 7 ATTEST: (Frinci al) Secretary Witness as to Principal ATTEST: NIA (Surety) Secretary PRINCIPAL: Farrier Concrete Construction, LLC BY. �gnature Name and Title Address: 1336 Glen Cove Southlake, TX 76092 SURETY: FCC[ Insurance Company rx 1994 e ?Jef ttorney-in-Fact s _ Name and Title Address: 6300 University Parkway Sarasota, FL 34240 - 8424 Witne as to Surety -Jason Nobles Telephone Number: (800) 226-3224 8 9 Note: if signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. If Surety's physical I I address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31.2012 006214-3 PAYMENT BOND Page 3 of 3 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 006219-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Farrier Concrete Construction, LLC , known as 8 "Principal" herein and FCCI Insurance Group , a corporate surety 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, QuikTrip 11 Corporation, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the sum of Sixty Eight Thousand Eight Hundred and Six 13 Dollars and Forty Eight Cents ($_68,806.48 ), lawful money of the United States, to be 14 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made 15 jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 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 21 Agreement, CFA Number CFA25-0190; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 30th day of June , 20 25 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as QuikTrip No. 1862, City Project 28 No. 106394; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised January 31, 2012 UO 62 19 - 3 MAINTENANCE BOND Pagc 3 of 3 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 / day of Ua 3 , 2024- . 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 ATTEST: A 1A (Principal) Secretary Witness as to Principal ATTEST: N/A {S ty) Secre Witn ° as to Surety - Jas ri Nobles PRINCIPAL: Farrier Concrete Construction, LLC 1 iMG Nam.6 and Title Address: 1336 Glen Cove Southlake, TX 7609F- SURETY: FCCI Insurance Company 8FAL ,14 Jennifer U Atto ney-in-Fact ti r Name and Title Address: 6300 University Parkway Sarasota, FL 34240 - 8424 Telephone Number: (800) 226-3224 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CIT7' CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 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 QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 106394 Revised December 20, 2012 01 11 00 - 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 QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 106394 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH QuikTrip No. 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 106394 Revised December 20, 2012 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 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 01 71 23 - 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 (fad) 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised February 14, 2018 01 71 23 - 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 8 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 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 250 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 250 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised February 14, 2018 01 71 23 - 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 c. 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 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 25 26 27 28 29 30 31 32 33 34 35 36 37 38 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3. LA. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised February 14, 2018 01 71 23 - 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 3rd party 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 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised February 14, 2018 01 71 23 - 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 QuikTrip 1862 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 106394 Revised February 14, 2018 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 FORTWORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/27/2026 i arnho, Mh n—io CRw Description Design Concrete Class A Sidewalk, ADA Ram s, Driveways, Curb/Gutter, Median Pavement 1/14/2026 32 13 13 Mix Design AM Corp 1071 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design American Concrete Compsmy 30CAF029 3000 psi 3-5" Slump; 3-6%Air 4/3/2025 32 1320 Mix Design Big Town Concrete 2211 3000 psi 3-5" Slump; 3-6% Air 7/16/2025 32 1320 Mix D.sig, Big Town Concrete 22113 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Bumco Texas 30U101AG 3000 psi 3-5" Slump; 3-6%Air 4/l/2024 321320 Mix Desi Bumce Texas 30U500BG 3000 psi 3-5"Slump; 3-6%Air 9/9/2022 32 1320 Mix Desigo Carder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Carder Concrete FWCC502021 3500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% An 4/28/2025 132 1320 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 132 1320 Mix Design City Concrete Company 30HA2011 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 132 1320 Mix Design Cow To Redi Mix 253-W 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 132 1320 Mix Design Cow Town Redi Mix 250 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 132 1320 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air 1/29/2024 132 1320 Mix Design Estrada Read Mix P3050AEWR 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix DesignHolcim/ A—.e 1261 3000 psi 3-5" Slump; 3-6% Air 9/23/2024 132 1320 Mix Design Holcim/Armin 5177 3000 psi 3-5" Slump; 3-6%Air 5/8/2025 1321320 Mix Design Holoim/A—Le 530WA-TI 3000 psi 3-5"Slump; 3-6%Air 4/7/2023 132 1320 Mix Design Liquid Stone C301D 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Martin Marietta R2136214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta P2136014 3000 psi 3-5" Slump; 3-6%Air 4/l/2023 321320 Mix DesiS2 Martin Marietta R2136N14 3000 psi 3-5"Slump; 3-6%Air 6/l/2023 32 1320 Mix Design Martin Marietta R21361120 3000 psi 3-5" Stump; 3-6%Air 6/1/2023 32 1320 Mix Desigo Martin Marietta R2136N20 3000 psi 3-5" Stump; 3-6%Air 11/2/2022 32 1320 Mix Design Martin Marietta R2141 K24 4000 psi 3-5" Stump; 3-6%Air 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Stump; 3-6%Air 9/9/2022 32 1320 Mix Design Martin Marietta R2131314 3000 psi 3-5" Stump; 3-6%Air 9/9/2022 132 1320 Mix Design Martin Marietta R2132214 3000 psi 3-5" Stump; 3-6%Air 9/9/2022 132 1320 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Stump; 4.5-7.5%Air 5/9/2025 132 1320 Mix Design Martin Marietta R2136R14 3000 psi 3-5" Stump; 3-6%Air 10/4/2023 32 1320 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Stump; 3-6% Air 10/4/2023 32 1320 Mix Design NBR Ready Mix CLS A -NY 3000 psi 3-5" Stump; 3-6% Air 7/10/2023 32 1320 Mix Design Osbum 30A50MR 3000 psi 3-5" Stump; 3-6%Air 1/18/2023 32 1320 Mix Design Rapid Redi Mix RRM5020A 3000 psi 3-5" Stump; 3-6%Air 1/24/2023 32 1320 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Stump; 3-6%Air 12/22/2025 32 1320 Mix Design Rapid Redi Mix 3250AL With 50% Slag 3000 psi 3-5" Stump; 3-6% Air 10/24/2024 32 1320 Mix Design SRM Concrete 30850 With 20% Fly Ash 3000 psi 3-5" Stump; 3-6%Air 10/24/2024 32 1320 Mix Design SRM Concrete 30350 3000 psi 3-5" SI ; 3-6%Air 10/18/2024 32 1320 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 1/9/2026 32 1320 Mix Design SRM Concrete 36822 With 20% Fly Ash 3600 psi 3-5" Sharp; 3-6%Air 9/9/2022 32 1320 Mix Design Tarrart Concrete FW5025A 3000 psi 3-5" Stump; 3-6%Air 9/9/2022 32 1320 1 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Sharp; 3-6%Air 10/10/2022 32 1320 1 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Stump; 3-6%Air 9/9/2022 32 1320 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Titan Ready Mix 3020AE 3000 psi 3-5" Stump; 3-6% Air 9/9/2022 32 1320 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Sharp; 3-6%Air 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6%Air r9/9/2022 I I/17/032 13 20 Mix Design 225 True Grit Redi Mix 450.230 With 30% Slag 3000 psi 3-5" Slump; 3-6%Air Class CIP (Inlets. Manholes. Junction Boxes. Encasement. Bloekinn. Collars. (Spread Fontinu Pedestal Pole Foundations —Reference Detail 34 41 10-D605A)I 9/9/2022 32 13 13 Mix D.sig, American Concrete CompanyCompmy 40CNF065 4000 psi 3-5" Slmu ; 0-3%Air 9/9/2022 32 13 13 Mix Design Barren Texas 40U500BG 4000 psi 3-5" Slump; 3-6%Air 8/21/2025 33 13 13 Mix Desi r Bumco Texas 36U500BG 1"20%MRWR AIR (Lighting and Signal Footing Foundation) 3600 psi 3-5"Slump; 3-6%Air 4/28/2025 3413 13 Mix Dcsig, Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 35 13 13 Mix Dcsig, Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5"Slump; 3-6%Air 4/28/2025 36 13 13 Mix Design Chisholm Trail Redi Mix CTF W6020A 4000 psi 3-5" Slump; 3-6% Air 8/4/2025 37 13 13 Mix Desig, Chisholm Trail Redi Mix CTFW5020A 3000 psi 3-5"Slump; 3-6%Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Dcsig. Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 132 13 13 Mix Desi Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% An 9/9/2022 132 13 13 Mix Dcsig, Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump;n 3-6% A 9/9/2022 32 13 13 Mix Desi Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6%Air 5/7/2025 132 13 13 Mix Design Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6% Air 2/7/2025 132 13 13 Mix Dcsig. Holcim/Amrize 1701 4000 psi 3-5" Slump; 3-6%Air 2/7/2025 132 13 13 Mix Desip Holeim/ Amrize 1551 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desig, Holcim/Amrize 5409 4000 psi 3-5" Slump; 3-6%Air 8/14/2025 32 13 13 Mix Design Holcim/Amrize 540WA-TI With 20% Fly Ash and 30% Slag 4000 psi 3-5"Slump; 3-6%Air 4/27/2023 32 13 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5"Slump; 3-6%Air 9/9/2022 3213 13 Mix Dcsigu Martin Marietta R210.1230 4000 psi 3-5" Stump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5"Slump; 3-6%Air 11/20/2023 3213 13 Mix Design Martin Marietta R21461133 4000 psi 3-5" Stump; 3-6% Air 11/20/2023 3213 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air Page 1 & 6 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/27/2026 9/9/2022 32 13 13 Mix Design Martin Marietta R2142233 3600 jxi 3-5" Slum ; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" St ; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6%Air 5/5/2025 3213 13 Mix Design Martin Marietta R21461135 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" Slum ; 3-6%Air 9/12/2023 32 13 13 Mix Design NBR Ready Mix CLS Pl-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" Slum ; 3-6% Air 9/9/2022 132 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 132 13 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slum ; 3-6%Air 1/18/2023 132 13 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6%Air 10/24/2024 132 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slum ; 3-6%Air 10/24/2024 132 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6%Air 9/16/2024 3213 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slum ; 3-6%Air 4/28/2025 32 13 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6%Air 11/24/2025 03 30 00 Mix Design SRM Concrete 45852 4500 psi 3-5" Slum ; 4.5-7.5%Air 2/27/2026 32 13 13 Mix Design SRM Concrete 35850 With 20% FlyAsh 3500 psi 3-5" Slump; 3-6%Air 9/9/2022 3213 13 Mix Desigo Tarrant Concrete FW5320A 3000 psi 3-5" Slum ; 3-6%Air 10/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6%Air 2/25/2026 3213 13 Mix Design True Grit Redi Mix 450.230CIP With 30% Slag 3000 psi 3-5" Slump; 3-6%An Class C (Drilled Shaft for Traffic Sienal Pole Foundations Reference Detail 3141 10-D605) 8/21/2025 3213 13 Mix Design Burnco Texas 40U502BG 1"20%HRWR AIR 3600 psi 6-8"Stump; 3-6%Air 6/21/2023 3213 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" SI ; 3-6%Air 10/30/2024 3213 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slum ; 3-6%Air 9/11/2025 32 13 13 Mix Design Gonzalez Brothers P6020LA 3600 psi 5.5-7.5" SI ; 3-6%Air 12/5/2022 3213 13 Mix Design Holcint/ Arrrize 1822 3600 psi 5.5-7.5" Slum ; 0-3%Air 9/9/2022 32 13 13 Mix Design Holcind Amrize 1859 4000 psi 5.5-7.5" SI ; 3-6%Air 1/14/2026 321313 Mix Design City Concrete Company 36LA2011-MR With 20%Fly Ash 3600 psi 5.5-7.5"Slum;3%Air 4/7/2023 3213 13 Mix Design liquid Stone C361DHR 3600 psi 5.5-7.5" SI ; 3-6%Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slr ; 3-6%Air 6/27/2023 32 13 13 Mix Desi Martin Marietta U2146K4S 3600 psi 5-7" Slump; 3-6%Air 5/9/2025 32 13 13 Mix Desi Martin Marietta U2146R41 3600 psi 5-7" Shoop; 3-6%Air 8/22/2024 132 13 13 1 Mix Design NBR Rea Mix 1135K2524 3600 psi 5.5" Slum ; 3-6%Air 8/22/2024 132 13 13 1 Mix Design NBR Ready Mix 1135KO524 1 3600 psi 5.5" Slum ; 3-6%Air Class C (Headwalls- Wing walls- Culverts) 9/9/2022 32 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 3213 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6%Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 260-2 3600 psi 3-5" Slum ; 3-6%Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Sl ; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 260-1 3600 psi 3-5" Slum ; 3-6%Air 8/11/2025 3213 13 Mix Design Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6" Sl : 3-6%Air 8/11/2025 3213 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" Slum : 3-6%Air 1/29/2024 132 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Sl ; 3-6%Air 9/9/2022 3213 13 Mix Design GCH Concrete Services CCH4000 4000 psi 3-5" Slum ; 3-6%Air 4/l/2023 321313 Mix Design Martin Marietta 310LBP 3600 psi 3-5"Sl ;4-7%Air 8/30/2023 3213 13 Mix Design Martin Marietta R2141R30 4000 psi 3-5" SI ; 3-6%Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Sl ; 3-6%Air 9/9/2022 3213 13 Mix Design SRM Concrete 40050 4000 psi 3-5" SI ; 3-6%Air 9/9/2022 3213 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Sl ; 3-6% Air 9/9/2022 321313 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5"Slum ; 3-6%Air 2/26/2026 03 30 00 Mix Drsip True Grit Redi Mix 455.230C With 30% Slag 3600 psi 3-5" Slump; 3-6% Air Class P (Machine Placed Paving) 4/3/2025 32 13 13 Mix Design Big Town Concrete 4511 3600 psi 1-3" Slum ; 3-6%Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 4411 3600 psi 1-Y Slump; 3-6%Air 6/30/2025 32 13 13 Mix Design Big Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" Slum ; 3-6%Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 52113 With 30% Slag 4000 psi 1-Y Slump; 3-6%Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi 1-3" Slum ; 3-6%Air 9/30/2025 30 13 13 Mix Design Burnco Texas 40U553BG I" 20% MRWR AIR 4000 psi 1-Y Slump; 3-6%Air 9/9/2022 3213 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slum ; 3-6%Ar 9/9/2022 321313 Mix Design Carder Concrete FWCC602091 4000 psi 1-Y Slump; 3-6% Air 11/6/2025 32 13 13 Mix Design Chsholm Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slum ; 3-6%Ar 9/9/2022 3213 13 Mix Design City Concrete Cornpany 36LA2011 3600 psi 1-Y SI ; 3-6%Air 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi 1-3" Slum ; 3-6%Air 11/14/2022 3213 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-Y Slump; 3-6%Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 260-M 4000 psi 1-3" Slum ; 3-6%Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slw ; 3-6%Air 2/6/2024 3213 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3" Slump; 3-6%Air 5/12/2025 3213 13 Mix Design Holcim/ Amrize 1703 4000 psi 1-3" Slw ; 3-6%Air 10/3/2025 321313 Mix Desi Holarn/Atorize 5405 With 20% Fly Ash 4000 si 1-3"Slum ;3-6%Air 8/4/2023 32 13 l3 Mix Des t Martin Marietta Q2141R27 4000 si 1-3" Slw ; 3-6%Air I1/2/2022 132 13 13 1 Mix Design Martin Marietta IQ214IK30 1 1 4000 psi 1-3" SI ; 3-6%Air Page 2 of 6 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/27/2026 ...Class P Cuucrete (Cnurnurvo) 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 Design Martin Marietta Q2146K33 4000 psi 1-3" Slump: 3-6%Air 10A/2023 32 13 13 Mix Design NBR Read. Mix TX C SF-YY 3600 psi 1-3" St ; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 3600 psi 1-3" Slump; 3-6% Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50% Slag 4000 psi 1-3" St ; 3-6% Air 10/24/2024 32 13 13 Mix Design 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 9/16/2024 32 13 13 Mix Design SRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6%Air 10/18/2024 32 13 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6%Air 6/5/2025 32 13 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6%Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 20% With 20% Fly Ash 4000 psi 1-3"Slum;3-6%Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 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 FW5520ANW 3600 psi 1-3"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5% AU 6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 si 1-3" Slum ; MI/, r 6/23/2025 32 13 13 Mix Design True Grit Redi Mix 360.230M 4000 si 1-3" Sl ; 3-6%Air 1/2/1900 132 13 13 1 Mix Design True Grit Redi Mix 1455.230M With 30% Slag 3600 psi 1-3" Slw ; 3-6%Air Clans H (Hand Placed Pavinv- Vallev (:titter) 9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6%Air 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6%Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Stump; 3-6%Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Stump; 3-6%Air 4/5/2025 32 13 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Stump; 3-6%Air 7/16/2025 32 13 13 Mix Design Big Town Concrete 62113 With 30% Slag 4500 psi 3-5" Stump; 3-6%Air 9/9/2022 32 13 13 Mix Design Burmo Texas 45U500BG 4500 psi 3-5" Stump; 3-6%Air 9/30/2025 33 13 13 Mix Design Burnco Texas 45U100AG 4000 psi 3-5" Stump; 3-6%Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5" Stump; 3-6%Air 4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW6520A 4500 psi 3-5" Stump; 3-6%Air 9/9/2022 32 13 13 Mix Design City Concrete C.. 45NA2011 4500 psi 3-5" Stump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Stump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Stump; 3-6%Air 1/29/2024 32 13 13 Mix Design Estrada ReW_y Mix R4560AEWR/ 4500 psi 3-5"Stump; 4-6%Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4500 4500 psi 3-5" Stump; 3-6% Air 10/4/2024 32 13 13 Mix Design Holcim/Amrize 5507 4500 psi 3-5" Sl. ; 3-6%Air 9/9/2022 32 13 13 Mix Design Holcim/ Amrize 1851 4500 psi 3-5" Stump; 3-6%Air M/2025 32 13 13 Mix Design Amrize/Hocim 545WA-Tl 4500 psi 3-5"Stump; 3-6%Air 4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" St- ; 3-6%Air I1/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" SI ; 3-6%Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" St- ; 3-6%Air I1/2/2022 3213 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slum ; 3-6%Air 5/22/2023 3213 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slum ; 3-6%Air 12/22/2023 3213 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" SI ; 3-6%Air 12/22/2023 3213 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Stump; 3-6%Air 11/15/2022 132 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" SI ; 3-6%Air 11/15/2022 3213 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slum ; 3-6%Air 9/9/2022 3213 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" SI ; 4.5-7.5% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slum ; 3-6%Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" SI ; 3-6%Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146242 4500 psi 3-5" Stump; 3-6%Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146042 4500 psi 3-5" SI ; 3-6%Air 6/3/2025 3213 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" St- ; 3-6%Air 1/29/2026 3213 13 Mix Design Martin Marietta R2146R43 4500 psi 3-5" Slump; 3-6%Air 10/4/2023 3213 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6%Air 10/4/2023 3213 13 Mix Design NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6%Air 7/10/2023 3213 13 Mix Design Osborn 45A60MR 4500 psi 3-5" Slump; 3-6%Air 1/24/2023 3213 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slum ; 3-6%Air 12/22/2025 3213 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5" Slump; 3-6%Air 2/7/2025 3213 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 3213 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6%Air 5/23/2025 3213 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slum ; 3-6%Air 10/24/2024 132 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6%Air 10/24/2024 132 13 13 Mix Design SRM Concrete 45850 With 20% Fly Ash 4500 psi 3-5" Slum ; 3-6% Air 10/18/2024 3213 13 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-6%Air 7/21/2025 3213 13 Mix Design SINACOLA 24011-4500HP 20% With. 20% Fly Ash 4500 psi 3-5" Slum ; 3-6%Air 7/21/2025 3213 13 Mix Design SINACOLA 24011-4500HP Straight Cement 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5" Slum ; 3-6%Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slum ; 3-6%Air 9/9/2022 3213 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slum ; 3-6% Air 9/9/2022 3213 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% An 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slum ; 3-6% Air 6/12/2025 3213 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6%Air 6/23/2025 32 13 13 Mix Design. True Grit Redi Mix 365.230H 4500 psi 3-5" Slum : 3-61/, 10/9/2024 3213 13 Mix Design Wildcatter 4520AI 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 02/27/2026 Class HES (High Early Strength Paving) 9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Sharp; 3%<Air 12/10/2025 32 13 13 Mix Design Burnco Texas 70U100AG I day average comp, strength>4000 psi 7000 psi 3-5" Slum ; 3-6%Air 11 /18/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTTX70AHES 2600 @24 bra and/or 3000 @72hrs;4500@28 days 3-5" Sharp; 3-6 % Air 2/24/2026 32 13 13 Mix Design Chisholm Trail Redi Mix CT75AHES 3000 psi @ 24 hours and 5000 psi @ 28 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-INC 4500 psi 3-5" Sharp; 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 Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slw ; 3-6% Air 1/18/2023 32 13 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6%Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi @ 3 days 3-5" Sharp; 3-6%Air 9/9/2022 32 13 13 Mix Design Holcim/Amrize 2125 5000 psi 3-5" SI ; 3-6%Air 1/24/2023 32 13 13 Mix Design Liquid Stone C451 DHR-A 4500 psi 3-5" Slw ; 3-6%Air 4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi @ 24hr. 3-5" Slump; 3-6%Air 2/10/2023 32 13 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slw ; 3-6%Air 2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days 3-5" Sharp; 3-6% Air 2/3/2026 32 13 13 Mix Design Sunrise Redi Mix 1477 3 day average conal, strengtb>3000 psi 5500 psi 3-5" Slw ; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Sl ; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6%Air Class S (Bridge Slabs. Ton Slabs of Direct Traffic Culverts. ADDroach Slabs) 2/24/2026 03 30 00 Mix Design Chisholm Trail Redi Mite CT7020A With 20 % Fly Ash 5000 psi 3-5" Slump: 3-6 % Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slum ; 3-6%Air 9/9/2022 32 13 13 Mm Design Cow Town Redi Mix 360 4000 psi 3-5"Shoop: 3-6%Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6%Air 1/29/2024 321313 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6"Slum.; 3-6%Air 5/3/2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slum ; 4.5-7.5%Air 4/1/2023 3213 13 Mix Design Martin Marietta R21461`33 4000 psi 3-5" Sloop; 3-6%Air 8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3.5" Slump; 3-6 % Air 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Sharp; 3-6%Air 4/1 S/2024 32 13 l3 Mix Desi NBR Readv Mix TX S-YY 4000 psi 3-5" Slum ; 3-6 % Air 4/5/2025 32 13 13 Mix Desi SRM Concrete 40850 With 20% Fly Ash 4000 si 3-5" Slum ; 3-6"/o Air 4/5/2025 132 13 13 1 Mix Design SRM Concrete 140350 1 4000 psi 3.5" Slump; 3-6%Air 5/5/2023 132 13 13 1 Mix Design SRM Concrete I DI00008553CB 1 4000 psi 3-5" Slump; 3-6%Air Concrete Base Trench Renair 4/I/2023 033416 Mix Design Burnco Texas IOYE50BF 1000 psi Flowable; 8.5-11.5%Air 9/9/2022 03 34 16 Mix Desi Burneo Texas 08Y450BA 800 si 5-7" Sl ; 3-6% An 12/19/2025 03 34 16 Mix Desi Cow Town Redi Mix 330-S8 750 si 5.5-8.5" SI ; 5-I1 9/30/2025 03 34 16 Mix Design Martin Marietta YN810001 1 1 750 psi 8-12" Slump; 5-10%Air 12/26/2025 0334 16 Mix Design SRM Concrete 915 1 1 750 psi I Flowable; 3-6% Air Controlled Low Strength Material (Flowable Fill) 2/7/2025 033413 Mix Design Bumco Texas OIY69OBF 100 psi Flowable; 9.5-11.5%Air 5/19/2025 033413 Mix DesignBorneo Texas 01 Z180AF 100 psi Flowable; 9.5-11.5%Air 11/18/2025 033413 Mix Design Bumco Texas 01Z401 BF SAND 25%MRWR 17%AIR FLOW FILL 100 psi Flowable; 17+/-1.5%air 9/9/2022 0334 13 Mix Design Carder Concrete F WCC359101 50-150 psi 3-5" Sharp; 8-12% Air 9/9/2022 033413 Mix Design Carder Concrete FWFF237501 50-150 Psi Flowable; 8.5-11.5%Air 8/4/2025 0334 13 Mix Design Chisholm Trail Redi Mix CT15OFF 50-150 psi Flowable; 7-9.0% Air 12/26/2025 0334 13 Mix Design Chisholm Trail Redi Mix CTFWCLSM 100-150 psi 5-7" slump; 8.5-11.5%Air 9/9/2022 0334 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12% Air 9/9/2022 .0334 13 Mix Design Cow Town Redi Mix 9 70 psi 7-9" Slwn ; 8-11 %Air 9/9/2025 0334 13 Mix DesignCow Town Redi Mix 10 Min 50 psi Min 9" Slump; 10-20%Air 5A2/2025 033413 Mix Design Holeim/Amrize 3741 100 psi Flowable; 12.0-24.0%Air 8/4/2025 0334 13 Mix Design Holman/Amrize 901 100 psi 9-1I" Slum ; 10-30%Air 8/14/2025 0334 13 Mix Design Holeim/Amrize 904 150 psi 9-11" Sharp; 10-30% Air 2/27/2026 033413 Mix Design Holman/Aran- 3747 150 psi Flowable; 12.0-24.0%Air 9/11/2025 033413 Mix Design Martin Marietta FLOW25A 150 psi 8"-12"Slum.; 10%Air 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12%Air 2/7/2025 0334 13 Mix Design SRM Concrete 910 I50 si Flowable; 8-12% Air 12/26/2025 03 34 13 Mix Desigo SRM Concrete 900 100 si Flowable; 10-30%Air 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 si Flowable; 8-12% Air Concrete RiP Ra 4/1/2023 1313700 1 Mix Design Martin Marietta R2141030 4000 psi 3-5" Slump; 3-6%Air 4/1/20231313700 Mix DesignMania Marietta R2146033 4000 psi 13-5" Slum ; 3-6%An Cement- Stabilized Sand CSS 11/21/2025 1330510 1 Mix Design Borneo Texas 104Z500BA I SAND 20%MRWR 17%AIR FLOW FILL 1 250 psi Flowable; 15.5-18.5%Air ASDhalt Paving 9/9/2022 132 1216 Mix Design Austin Asphalt FT5B117965 FT513 117965 PG64-22 Type B Fine Base 9/9/2022 1321216 Mix Design Austin Asphalt FTIBI39965 FTIB139965 PG64-22 Type BFine Base 9/9/2022 132 1216 Mix Design Austin Asphalt FT1B117.2 FTIB117.2 PG64-22 Type B Fine Base 5/1/2024 13212 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course 9/9/2022 132 1216 Mix Design Re olds Asphalt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 132 12 16 Mix Design Reynolds Asphalt 1612B I6.12B PG64-22 Type B Fine Base 4/4/2025 32 1216 Mix Design Re olds Asphalt 2315B 231513 PG64-22 Type B Fine Base 12/5/2022 33 1216 Mix Design Sunmoant Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Pavia 341-BRAP6422ERG 1341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 1 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 1757 1211305 1757 PG64-22 Type B Fine Base 9/9/2022 32 1216 1 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface 4/1/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22XR 1,44 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 02/27/2026 Detectable 1A arnine Surface 9/9/2022 32 1320 DWS - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 321320 DWS-Composite Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 1320 DWS- Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers. 10/16/2025 32 1320 DWS - Pavers EQUALTILE EqualTile Brick Pattern Wet -Set Re laeoable 10/16/2025 32 1320 DWS - Pavers EQUALTILE E ualTile Cast -In -Place Replaceable Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Treme. 900SL 900SL - Cold Applied, Single Com went, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant I Pecom 1300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant I Craleo I RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant JASTM D5893 Utilitv Trench Embedment Sand 9/9/2022 13305 10 1 Embedment Sand Silver Creek Materials Utility Embedment Sand JASTM C33 9/9/2022 33 OS 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 33 OS 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 13305 10 1 Embedment Sand F and L Dirt Movers Utility Embedment Sand JASTMC33 9/9/2022 13305 10 1 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand I I JASTM C33 Storm Sewer - Manholes & Bases/Frames & Cnvers/Standard (Round) 33-05-13 9/28/2018 33 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 Found N F-1274-T91 NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frame Neenah Foundry 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-ITV R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 2/13/2026 3305 13 Round Manhole lid and forme Neenah Foundry Part number 101560 and 12940110 Size- 24" Dia clear opening AASHTO M306 H-20 4/3/2019 3305 13 Manhole Frames and C. SIP Industries++ 2279ST 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Cov SIP Industries + 2280ST 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 10/8/2020 3305 13 Manhole Frames and Cal EJ ( Formally East Jordan Iron Works) E.J 1033 Z2/A EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 3/8/2024 3305 13 Curb Wet Covers SIP Industries++ 2296T 2296T (Size- ***24" Dia.) ASTM A48 AASHTO M306 6/18/2024 3305 13 Curb Inlet Covers SIP Industries + 2279STN 2279STN (Size - 24" Dia.) ASTM A48 AASHTO M306 --ry . An new aevedpm¢nr ano new ao.annn m-a— nas.snau merr ue mmrmum so -men openmg r,qu --1 as specr¢a ro ury opecrrycanon 55 g 15. nny smarer pemng .saes mu only ne aunw¢aJnr ewsnng manumes roar regmre rrpmceme.n,Jrames am envy x. Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 1334920 Curb Inlets Fontorm FRT-IOx3-405-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 1334920 Curb Inlets Fonterra FRT-100-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 1334920 Curb Wets Fonterra FRT-IOx4.5-407-PRECAST** (Size - 10' X 45) ASTM C913 10/8/2020 1334920 Curb Inlets Fonterra FRT-IOx4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 1333920 Manhole Footers FRT-4X4409-PRECAST-TOP (Size - 4' X 4') ASTM C913 10/8/2020 1333920 Manhole Fonterra FRT-4X4409-PRECAST-BASE Size - 4' X 4' ASTM C913 10/8/2020 1333920 Manhole Fomerra FRT-5X5410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 1333920 Manhole Fonterra FRT-5X54I O-PRECAST-BASE Size - 5' X 5' ASTM C913 10/8/2020 1333920 Manhole Fomerra FRT-6X641I-PRECAST-TOP (Size- 6' X 6') ASTM C913 10/8/2020 1333920 Manhole Fonterra FRT-6X641 I -PR ECAST-BASE Size - 6' X 6' ASTM C913 3/19/2021 1334920 Curb Wets Thompson Pipe Group TPG-lOX3-405-PRECAST INLET** (Size - 10' X T) ASTM 615 3/19/2021 1334920 Curb Wets Thompson Pie Group TPG-15X3-405-PRECAST INLET** Size - 15' X 3') ASTM 615 3/19/2021 1334920 Curb Wets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 1333920 Manhole Thompson Pie Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 3/19/2021 1333920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - TX 4') ASTM 615 3/19/2021 1333920 Manhole Thompson Pie Group TPG4X4-412-PRECAST 4-FT RISER Size - 4' X 4') ASTM 615 3/19/2021 1333920 Manhole Tbmnpson Pip, Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 3/19/20211333920 Manhole Thompson Pipe GroupTPG-SXS-4L0-PRECAST BASE (Size - 5' X 5') ASTM 615 3/19/2021 1333920 Manhole Thom son Pip, Group TPG-5X5412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 3/19/2021 1333920 Manhole Thompson Pie Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6') ASTM 615 3/19/2021 1333920 Manhole Tho son Pip, Group TPG-6X641I-PRECAST BASE (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-6X6-412-PRECAST 6-FT RISER Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pip, Group TPG-7X741I-PRECAST TOP (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 39 20 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-8X8-411-PRECAST TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X841I-PRECAST BASE (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Wet Thompson Pipe Group TPG4X4408-PRECAST INLET (Size - 4' X T) ASTM 615 3/19/2021 1334920 Drop Wet Tho son Pipe Group TPG-5X5-408-PRECAST INLET Size - 5' X 5' ASTM 615 3/19/2021 1334920 Drop Wet Thompson Pipe Group TPG-6X6408-PRECAST INLET (Size - 6' X 6') ASTM 615 8/28/2023 13349 10 Manhole Obleastle Precast 4' x 4' Stacked Manhole Size - TX 4') ASTM C478 8/28/2023 3349 10 1 Manhole Oldeastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X T) ASTM C478 8/28/2023 3349 10 Manhole Oldcastle jPrecast 5' x 5' Storm Junction Box (Size - 5' X 5') JASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Stomr 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 Oldcastle I Precast 5' x 8' Storm Junction Box Base Size - TX 8') JASTM C478 8/28/2023 3349 10 Manhole Rinker Materials I Reinforced 48" Diameter Spread Fuming Manhole (Size - TX T) JASTM C433 Page 5 of 6 FORTWORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/27/2026 Atfi—i"n. mix nesiaas da nor cimrrcNde rFw s..er;erarinn< ! Description ....Storm Sewer - Inlet & Structures Continues 8/28/2023 33 39 20 Curb hilet 10'x 3' Riser Thompson Pie Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/29/2023 33 39 20 Curb Wet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Wet 20' x 3' Riser Thompson Pie Group Inlet Riser (Size - 3 FT) ASTM C913-16 1 / 12/2024 33 49 20 Drop Wet AmeriTex Pipe &Products Drop Inlet (4' X 4') ASTM C913 1/12/2024 33 49 20 Drop Wet AmeriTex Pipe &Products Drop Wet (5' X 5') ASTM C913 1/19/2024 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 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB) ASTM C913 1/19/2024 .334920 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of 6' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm 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 Type C Storm Drain Manhole on Box (4' MH on the top of RCB) ASTM C913 7/16/2024 33 49 20 Curb liners AmeriTex Pipe &Products 10x3 Precast** (Size 10' x 3') ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 150 Precast** Size 15' x 3' ASTM C913 .*Note. Precast inleb' are appmwdfpr the stage 1 p,,dw. fthe structure (basin) only. Stage 11 pardon J"Ihe structure are required M be cast ln-place. No a Ptions to this requirement sh0 be of/oared. Storm Sewer - Pines Rr Rnxpc 33415-13 4/9/2021 3341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Pot ro Iere (PP) Pie Size - 12" - 60") ASTM F2881 & 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 Pipe &Products Reinforced Concrete Box Culvert (size- Various) ASTM C1433,C1577 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* Size - 15" or larger) ASTM C76, C506 10/18/2023 3341 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert size - Various ASTM C1433,C1577 4/12/2024 3341 10 Storm Drain Pi s ompson Pipe Group Reinforced Concrete Pipe Tongue and Groove Joint Pipe* Size Various ASTM C76, C506 6/25/2024 3341 10 CulvertBox Oldcastle Reinforced Concrete Box Culvert ASTM C1433.C1577 6/25/2024 13341 10 Storm Drain Pipes Oldeastle Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various) ASTM C76, C506 Revision Comments (1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (4-3-2025) Bigtn Concrete updated Mix ID's (4-5-2025) 03 34 13 CLSM specification (11-26-2025) Removed Gilco-site batch plant Page 6 of 6