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065015 - Construction-Related - Contract - McClendon Construction Co., Inc.
CSC No. 65015 FORTWORTH. 00 CONTRACT FOR THE CONSTRUCTION OF Water, Sanitary Sewer and Paving Improvements 2022 Bond Year 3 Contract 15 City Project No. 104316 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water Department & Transportation and Public Works Departm October 2025 DUNAWA v Dunaway Associates, LLC TBPE Firm No. 1114 550 Bailey Ave, STE 400 Fort Worth, TX 76107 (817) 335-1121 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH. 4111, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifcations 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Pa went Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01- General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 3120 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 09/19/2025 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Si na e 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 0177 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Ol 78 39 1 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 31- Earthwork 31 1000 1 Site Clearing Division 32 — Exterior Improvements 32 01 29 1 Concrete Paving Repair Division 34 - 3471 13 1 Traffic Control Additional Specifications 99 99 00 Additional Specifications TxDOT 104 Removing Concrete TxDOT 105 Removing Treated and Untreated Base and Asphalt Pavement TxDOT 247 Flexible Base TxDOT 341 Dense -Graded Hot -Mix Asphalt TxDOT 360 Concrete Pavement TxDOT 531 Sidewalks TxDOT 644 Small Roadside Sign Assemblies Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.i!ov/tpw/contractors/ or https:Happs.fortworthtexas.gov/Pro 8 ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 06/13/2025 03 34 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 2 -03-00 Commen Worknos„lts for-Eleetr-ie,i 03/11/2022 ''�0 12/20/2012 26-03-3 12/20/2012 26-05 4-3 Undo gi-7o„na Duets .-ad Raee,, ays f Ele tFie.,I Systems 07/01/2011 26-05-50 r,,,,,,,.,unieatiof s Mint; r uet r �a,,; 02/26/2016 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 3 Contract 15 Revised September 19, 2025 City Project No. 104316 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Division 31- Earthwork 31 00 00 Site Clearing 03/22/2021 3123 16 Unclassified Excavation 01/28/2013 34-23-23 Beffew 01/28/2013 324-00 Embanlmel4s 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 3'v-r3v-00 Gabiefis 12/20/2012 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 06/10/2022 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 3212 16 Asphalt Paving 6/07/2024 3244-7 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 32— 446 12/20/2012 32 1613 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 17 25 Curb Address Painting 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 3232 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 �'�4 05/13/2021 3' 10/06/2023 �'�3 Trees and C1'rub 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television CCTV Inspection — Sanitary Sewer 03/11/2022 33--02 12/08/2023 3303 10 Bypass Pumpingof Existing Sewer Systems 12/20/2012 323-0440 12/20/2012 3-0444 c,,....osieft cle.....,,t Test c., ie fis- 12/20/2012 34)442- 12/20/2012 33 04 30 Temporary Water Services 09/19/2025 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Pipes 03/11/2022 3305 10 1 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 3 Contract 15 Revised September 19, 2025 City Project No. 104316 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 33-05-24 T �; er- nt -e 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 33-05-2-3 Hand Tuaae4ff g 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride PVC Pressure Pie 09/09/2022 33444--3 Goner-ete Pr-essur-e Pipe, Bar- Wrapped, Steel Gy1indeFq-ype 03/07/2025 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 23-' iLarge12/20/2012 33 1220 Resilient Seated Gate Valve 05/06/2015 ' z 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 3- two 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 33-Q-60 06/ 19/2013 2z 12/20/2012 12/20/2012 3331 15 High Density Polyethylene HDPE Pipe for Sanitary Sewer 04/23/2019 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 09/09/2022 ,;�.,t G>^t,,,-;,lo ClosedD,-„f;to g.-.,,,:*., c.,.,;t,,..., co..,o.- 3'T (PVC) Pipe 12/20/2012 33-34-2i 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 �'�0 12/20/2012 �'�o Cast in Plateet ,"moles 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 � 2�0 Fibefg1ass Manholes 12/13/2024 34-39-48 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 3 4 40 07/01/2011 33A444 12/20/2012 334442 11/13/2015 334444 06/10/2022 33 46 00 Subdraina e 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 3=3-� Gast i a D1ae,PC 114-a44b...l ;Wi-d T,,.,,.t;,,,, BeK-eS 12/13/2024 33 49 20 Curb and Drop Inlets 03/11/2022 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 3 Contract 15 Revised September 19, 2025 City Project No. 104316 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33-4 9--4A 07/01 /2011 Division 34 - Transportation 3444-4-0 03/ 11 /2022 3^ ^� 4z-ivOT Att-aehmentAG-Rentron-G cz 12/18/2015 3 ^^ ^�0z 02/2012 �^ ^�03 01/2012 �' ^i 11 /22/2013 3^�-; r473 03/ 11 /2022 34-44--2A Roadway 14uminatien Aswffg4ies 12/20/2012 2A�0T 06/15/2015 4^�0i 06/15/2015 '^ ^03Residei#ial LED 06/15/2015 3 ^4-44-3.0 11 / 12/2013 � ^�0 02/26/2016 3471 13 Traffic Control 03/22/2021 Appendix GC-4.02 Subsurface and Physical Conditions GG 4.06 14azar-doas EAiTronom ntal Condition at Site GC-6.06.D Small Business Utilization Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 3 Contract 15 Revised September 19, 2025 City Project No. 104316 4/2/26, 2:20 PM M&C Review MMI Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FORT�WOR_TII Create New From This M&C REFERENCE **M&C 26- 202022 BOND YEAR 3 DATE: 3/31/2026 NO.: 0260 LOG NAME: CONTRACT 15 - MCCLENDON CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: (CD 9) Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $9,787,508.50 for Combined Street Paving Improvements, and Water and Sanitary Sewer Main Replacements for the 2022 Bond Year 3 - Contract 15 Project, Adopt Appropriation Ordinances to Effect a Portion of Water Department's Contribution to Fiscal Years 2026-2030 Capital Improvements Program, and for Street Repair Funding, and Amend the Fiscal Years 2026-2030 Capital Improvement Program (2022 Bond Program) RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with McClendon Construction Co., Inc., in the amount of $9,787,508.50 for combined street paving improvements, water improvements, and sanitary sewer main replacements for the 2022 Bond Year 3 - Contract 15 project (City Project No. 104316); 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $5,806,084.00, from available PayGo residuals in the Water and Sewer Capital Projects Fund, for the purpose of funding the 2022 Bond Year 3 - Contract 15 project (City Project No. 104316) to effect a portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program; 3. Adopt the attached appropriation ordinance adjusting estimated receipts and appropriations in the Tax Notes Series 2025 Fund, by increasing estimated receipts and appropriations in the 2022 Bond Year 3 - Contract 15 project (City Project No. 104316) in the amount of $2,449,200.00, and decreasing estimated receipts and appropriations in the Street Improvement Deteriorating Streets programable project (City Project No. P130019) by the same amount; 4. Adopt the attached appropriation ordinance adjusting appropriations in the 2022 Bond Program Fund, by increasing appropriations in the 2022 Bond Year 3 - Contract 15 project (City Project No. 104316) in the amount of $3,010,800.00, and decreasing appropriations in the 22 Bond Unspecified project (City Project No. U34027) by the same amount; and 5. Amend the Transportation & Public Works Contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract for the Year 3 Neighborhood Streets Improvements project associated with the 2022 Bond Program. The 2022 Bond Year 3 - Contract 15 project includes water, sanitary sewer, and street paving improvements on approximately 3.09 lane miles, on the following streets: Street East Bluff Street North Hampton Street From To Southwest Dead Northeast Dead End East Belknap Street apps.cfwnet.org/council_packet/mc_review.asp? ID=34303&cou nciIdate=3/31 /2026 End Pharr Street Scope Water/Paving Water/Sewer/Paving 1/4 4/2/26, 2:20 PM M&C Review Street From To Scope North Harding Street East Belknap East Peach Water/Paving Street Street North Hays Street East Peach Street Johnson Street Water/Paving Johnson Street North Hays North Hampton Paving Street Street Nichols Street East Peach Street Pharr Street Water/Sewer/Paving East Peach Street Southwest Dead Northeast Dead Sewer/Paving End End East Railroad Crossing North Live Oak East Peach Water Street Street Pharr Street North Hays Nichols Street Paving Street Wall Street East Peach Northwest Dead Water/Sewer/Paving Street End Waterman Street North Hays North Hampton Water/Sewer/Paving Street Street Easement between East Railroad North Hampton East Bluff Street Sewer Crossing and North Hampton Street Street Easement between East Bluff Street and East Bluff Street East Peach Sewer East Peach Street Street The project was advertised for bid on October 22 and October 29, 2025, in the Fort Worth Star -Telegram. On November 20th, 2025, the following bids were received: Base Bid Amount" Alternate A Amount Time of Bidder (Concrete Paving) (Asphalt Paving) Completion McClendon 500 Calendar Construction Co., $9,787,508.50 $9,924,626.50 Days Inc. Stabile & Winn, Inc. $9,906,514.60 $10,178,019.80 **In an attempt to secure alternate bids, staff advertised the project with concrete as the base bid to reconstruct existing streets included in the bond with concrete travel lanes. Alternative A was bid as a rehabilitation of existing roadway with new asphalt and replacement of damaged curb and gutter. Staff recommends award of the contract for the base bid (Concrete Option). Concrete paving typically has a twenty-year life span, while asphalt paving has a ten-year span. In addition, the maintenance cost of concrete pavement is typically less than asphalt pavement. SMALL BUSINESS (SB) GOAL: McClendon Construction Co., Inc. has met the City's small business goal. McClendon Construction Co., Inc. is a small business contractor and will self -perform the work. The Transportation & Public Works (TPW) Department's share of this contract is $4,664,525.00. The paving funds for this project are included in the 2022 Bond Program. The Water Department's share of this contract is $5,122,983.50 and will be available in the Water & Sewer Capital Projects Fund for the project (City Project No. 104316). In addition to the contract amount, $988,551.50 (Water: $308,623.50, Sewer: $118,328.00, and Paving: $561,600.00) is required for project management, material testing, and inspection, and $490,024.00 (Water: $184,824.00, Sewer: $71,325.00, and Paving: $233,875.00) is provided for project contingencies. The sanitary sewer component of this project is part of the Sanitary Sewer Overflow Initiative Program of the Water Department. Approximately 5,847 linear feet of cast iron water pipe and 2,179 linear feet of sanitary sewer main will be removed and replaced as part of this project. apps.cfwnet.org/council_packet/mc_review.asp? ID=34303&cou nciIdate=3/31 /2026 2/4 4/2/26, 2:20 PM M&C Review It is the practice of the Water Department to appropriate its Capital Improvement Program throughout the Fiscal Year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of the Water Department's portion of the City of Fort Worth's Fiscal Years 2026-2030 Capital Improvement Program. Funding is currently available in the Unspecified All -Funds project within the Water & Sewer Capital Projects Fund and in the Street Improvement Deteriorating Streets project within the Tax Notes Series 2025 Fund and in the 22 Bond Unspecified project within the 2022 Bond Program Fund for the purpose of funding the 2022 Bond Year 3 - Contract 15 project. Appropriations for the water, sanitary sewer and paving improvements for 2022 Bond Year 3 - Contract 15 project (City Project No. 104316) by Fund will consist of the following: Fund Existing Additional Project Appropriations Appropriations Total* 34027 - 2022 Bond $520,642.00 $3,010,800.00 $3,531,442.00 Program 34033 - Tax Notes $0.00 $2,449,200.00 $2,449,200.00 Series 2025 56002 - W&S Capital $333,080.00 $5,806,084.00 $6,139,164.00 Projects Project Total $853,722.00 $11,266,084.00 $12,119,806.00 *Numbers rounded for presentation purposes. Funding for this project was not included in the Transportation and Public Works FY 2026-2030 Capital Improvement Program due to insufficient funding to complete the original scope. The actions in this M&C will amend the Transportation & Public Works FY2026-2030 Capital Improvement Program as approved in connection with Ordinance 27979-09-2025. This project is included in the 2022 Bond Program. The City's Extendable Commercial Paper (ECP) (M&C 22-0607; Ordinance 25765-08-2022) provided liquidity to support the appropriation. Available resources will be used to actually make any interim progress payments until debt is issued. Once debt associated with a project is sold, debt proceeds will reimburse the interim financing source in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance 25515-05-2022). This project is located in COUNCIL DISTRICT 9. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are currently available in the Street Imprv-DeterioratingSts programmable project within the Tax Notes Series 2025 Fund and in the 2022 Bond Unspecified Project within the 2022 Bond Program Fund, in the Unspecified All -Funds project within the W&S Capital Project Funds and upon the approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the W&S Capital Projects Fund and 2022 Bond Program Fund for the 2022 Bond Year 3 - Contract 15 project to support the approval of the above recommendations and execution of the construction contract. Prior to any expenditure being incurred, the Transportation & Public Works and Water Departments have the responsibility of verifying the availability of funds. TO Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) FROM Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) apps.cfwnet.org/council_packet/mc_review.asp? ID=34303&cou nciIdate=3/31 /2026 3/4 4/2/26, 2:20 PM Submitted for City Manager's Office by_ M&C Review Jesica McEachern (5804) Originating Department Head: Additional Information Contact: Lauren Prieur (6035) Monty Hall (8662) ATTACHMENTS 202022 Bond Year 3 Contract 15 - McClendon funds avail.docx (CFW Internal) 2022 BOND YEAR 3 CONTRACT 15-MCCLENDON FID Table Rev.xlsx (CFW Internal) Form 1295 Certificate CPN104316.pdf (CFW Internal) M&C Map CPN104316 Year3 Co15.pdf (Public) ORD.APP 202022 BOND YEAR 3 CONTRACT 15 — MCCLENDON 34027-AO26(R4).docx (Public) ORD.APP 202022 BOND YEAR 3 CONTRACT 15 — MCCLENDON 34033 A026(R3)_(1).docx (Public) ORD.APP 202022 BOND YEAR 3 CONTRACT 15 — MCCLENDON 56002 A026(R2).docx (Public) Sam.Gov Report.pdf (CFW Internal) apps.cfwnet.org/council_packet/mc_review.asp? ID=34303&cou nciIdate=3/31 /2026 4/4 CITY OF FORT WORTH Transportation and Public Works Department 2022 Bond Year 3 — Contract 15 City Project No. 104316 ADDENDUM NO.1 Addendum No.1: Issued Friday, November 14, 2025 Revised Bid Open Date: Thursday, November 20, 2025 This Addendum forms part of the Contract Documents and Specifications for the above - referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, and in the proposal (SECTION 00 4100). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The construction documents for 2022 Bond Year 3 — Contract 15, City Project No. 104316, are hereby revised by Addendum No. 1 as follows: I. SPECIFICATIONS & CONTRACT DOCUMENTS: a. SECTION 00 00 00 — Replace the TABLE OF CONTENTS in its entirety with the attached revised TABLE OF CONTENTS. b. SECTION 00 4100 — Replace the BID FORM in its entirety with the attached revised BID FORM. c. SECTION 00 42 43 — Replace the BID PROPOSAL in its entirety with the attached revised BID PROPOSAL. d. SECTION 00 45 12 — Replace the PREQUALIFICATION STATEMENT in its entirety with the attached revised PREQUALIFICATION STATEMENT. e. SECTION 01 35 13 — Replace the SPECIAL PROJECT PROCEDURES in its entirety with the attached revised SPECIAL PROJECT PROCEDURES. f. APPENDIX — Appendix has been revised to include the fully executed Pipeline Crossing Agreement and updated Small Business Utilization Form. g. BID TABLE (BT-27QZ) — The bid table has been revised in Bonfire to reflect the changes made to the proposal form. h. BID TABLE (BT-34AC) - The bid table has also been revised to include the changes made to the proposal. i. SUBMISSION INSTRUCTIONS — 26-0015 — The submission instructions have been updated to include Addendum No.1 under the Requested Information Section. Page 1 of 5 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum I II. CONSTRUCTION PLANS a. Sheet 2 — INDEX & LEGENDS — Index has been updated to include additional water details. b. Sheet 14 — WATER LINE PLAN & PROFILE WL-A BEGINNING TO STA 4+00 — Addition of cathodic protection has been added to the plan sheet. Asphalt mill and overlay have been removed. Test station added. c. Sheet 15 — WATER LINE PLAN & PROFILE WL-A 4+00 TO STA 7+50 — Addition of cathodic protection has been added to the plan sheet. d. Sheet 16 — WATER LINE PLAN & PROFILE WL-A 7+50 TO END — Addition of cathodic protection has been added to the plan sheet. Testing station added. e. Sheet 17 — WATER LINE PLAN & PROFILE WL-B BEGINNING TO STA 4+00 - Asphalt mill and overlay have been removed. f. Sheet 21 — WATER LINE PLAN & PROFILE WL-C BEGINNING TO END — Asphalt mill & overlay has been removed on N Live Oak Street. g. Sheet 22 — WATER LINE PLAN & PROFILE WL-D BEGINNING TO END — Asphalt mill & overlay has been removed on N Harding Street. h. Sheet 44 — WATER DETAILS (SHEET 3 OF 10) — Added detail for permanent composite pavement repair. i. Sheet 5 1 A — WATER DETAILS (SHEET IOA OF IOB) — Addition of sheet to add details for cathodic project. j. Sheet 5 1 B — WATER DETAILS (SHEET IOB OF IOB) - Addition of sheet to add details for cathodic project. k. Sheet 62 — N HARDING ST PAVING PALN AND PROFILE BEGINNING TO STA 103+50 — Valley gutter has been added to N Harding Street. 1. Sheet 70 — N HAMPTON STREET PAVING PLAN & PROFILE BEGINNING TO STA 703+00 Bike rack detail has been removed. The following questions have been asked. The City of Fort Worth's response is below. 1. Do we have a pre -bid number for railroad coordination and flaggers? Pre -bid amounts have been added to the bid proposal for railroad flaggers and railroad coordination in Unit 1, bid item #61 & #62. 2. Do we need flaggers since we are working more than 25 feet from the railroad track? The work is to go under the tracks, so there should be no one in the railroad ROW. Flaggers are required when installing underground utilities in the railroad ROW. Please refer to the railroad agreements located in the project manual. Sometimes, there is a third party involved between the contractor and the railroad. Can you confirm whether that entity will be involved or not? The railroad will require a railroad observer to be on -site during construction of the new water line. Please refer to the railroad agreement located in the project manual. 4. In the bid proposal, you have the bid item for trench safety in the sewer unit twice (items 34 and 40). Page 2 of 5 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum I The duplicate trench safety bid item has been removed. There are some small locations for mill and overlay for the water tie-ins. It will be very expensive to do these. Would you consider doing a different pavement repair? The work for the proposed mill and overlay has been removed and replaced with permanent trench repair on N Live Oak Street, N Harding Street & N Hampton Street. Please refer to revised plan sheets 21 and 22. 6. On Sheet 30, it shows concrete to be removed, but it does not specify what to replace it with. What pay items should be used for the replacement? The concrete alleyway between E Bluff Street and E Peach Street will be removed and replaced with sod. Bid items #20 and #26, in Unit 2 will be used to perform this work. All the pavement repairs on Belknap and N Hampton Street, are you requiring only one lane to be closed at a time? What are the traffic control requirements? A maximum of one lane closure is allowed at the intersection of E Belknap Street and N Hampton Street. All traffic control at this intersection will be under the guidelines of TXDOT. Please refer to the details in the revised plan sheets 107-110 and the utility permit located in the project manual. 8. Please post the pre -bid meeting list after the 11/04/2025, 1:30 p.m. meeting. The pre -bid attendee list has been uploaded to Bonfire. 9. Is an estimated cost available? The estimated cost of construction is $9,500,00.00. 10. The wording of bid item 67 in Unit 3 is to relocate the bike rack. On the plans, there is a detail on sheet 70 that specifies a new bike rack to match existing dimensions. Is this meant to be a relocation of the current rack or a replacement with a new one? The existing bike rack at N Hampton Street will be relocated. The detail for the bike rack has been removed. 11. The plans show a Type III dead-end barricade to be removed and replaced on the east end of E Peach Street. I do not find a pay item in the proposal for a Dead End Barricade. Can you add one? Also, I need to verify that the city does not want dead-end barricades installed at the other dead-end locations. Please refer to Unit 1, item #71 in the bid proposal for the removal and replacement of the type III barricade. Only the existing barricades in conflict with the construction project will be removed and replaced. Page 3 of 5 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum I 12. Who pays for construction water usage? Please refer to City Specification 01 50 00, Temporary Facilities and Controls. Payment procedures for temporary facilities, including construction water, are shown in section 1.2.A. 13. Who pays for construction materials testing? Please refer to City Specification 01 45 23, Testing and Inspection Services. Payment procedures for CIA testing are detailed in section 1.2.A.1.b. 14. Does the City allow for vibratory truss screed for street paving in lieu of a slip form paving machine? Concrete paving must be placed using a full -automated paving machine. Hand paving is only permitted in areas such as intersections where the use of a paving machine is not practical. Screeds are considered a hand -placement paving method. Please refer to City Specification 32 13 13, Concrete Paving, section 3.7.A.1 for more information. 15. Does this require prequalification? This project requires contractors to be prequalified in several major work types. The list of required prequalifications for this project is given in City Specification 00 45 12, Prequalification Statement. More information on prequalification can be found in City Specification 00 45 13, Prequalification Application. 16. What is the anticipated start date for this project? Anticipated start date for construction is March 2026. 17. Have any and all franchise utility conflicts been relocated? Please refer to Section 00 73 00 Supplementary Conditions section SC-4.01A.2 for anticipated relocation dates. This Addendum No. 1 forms part of the Specifications and Contract Documents for the above - referenced project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information in the space provided in Section 00 4100, Bid Form, Page 3 of 3 A signed copy of Addendum No. 1 should be included in the submitted sealed bid at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Page 4 of 5 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum I Addendum No. 1 RECEIPT ACKNOWLEDGEMENT: Company: McClendon Const Co Inc Address: PO Box 999 City: Burleson State: Texas Lauren Prieur, P.E. Director, Trans ortation and Public Works By: Gre o ins, P.E. Engineering Manager, TPW Page 5 of 5 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum I FORT WORTH, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifications 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Pa ment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 2500 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 3120 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 09/19/2025 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Si na e 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 7123 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 — Contract 15 City Project No. 104316 — Addendum 1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 1017839 1 Project Record Documents 1 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 31 - Earthwork 31 1000 1 Site Clearing Division 32 — Exterior 32 01 29 1 Concrete Division 34 - Transportation 3471 13 1 Traffic Control Additional Specifications 99 99 00 Additional Specifications TxDOT 104 Removing Concrete TxDOT 105 Removing Treated and Untreated Base and Asphalt Pavement TxDOT 247 Flexible Base TxDOT 341 Dense -Graded Hot -Mix Asphalt TxDOT 360 Concrete Pavement TxDOT 531 Sidewalks TxDOT 644 Small Roadside Sign Assemblies Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.Lyov/tpw/contractors/ or htti)s://api)s.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 06/13/2025 03 34 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26495-00 r,, ff ff en Work Results f E .Y: .,t 03/11/2022 26-" 12/20/9012 24-05-3-3 12/20/2012 "ti 'p-05-43 07/01/2011 �ti�o Cofr....,unie-a as r r.,it: Didet Gong i 02/26/2016 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 1 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Division 31 - Earthwork 31 00 00 Site Clearing 03/22/2021 3123 16 Unclassified Excavation 01/28/2013 34-23-2-3 Beffew 01/28/2013 � two Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 � two Gab� 12/20/2012 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 06/10/2022 32 1137 Liquid Treated Soil Stabilizer 08/21/2015 32 1216 Asphalt Paving 6/07/2024 "�74 Asphalt Paving Gfaek Sealants 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 324446 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 1725 Curb Address Painting 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 3232 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 Sodding 05/13/2021 4 05/13/2021 �'�:5 10/06/2023 �'�-3 Trees and Shpd s 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television CCTV Inspection - Sanitary Sewer 03/11/2022 3i 12/08/2023 3303 10 Bypass Pumpingof Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 09/19/2025 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Pipes 03/11/2022 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 1 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 34 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 33-05-223 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride PVC Pressure Pie 09/09/2022 03/07/2025 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 1210 Water Services 1-inch to 2-inch 02/14/2017 334444 12/20/2012 33 1220 Resilient Seated Gate Valve 05/06/2015 3 t�i 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 3 two 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 20 06/ 19/2013 33-34-1-2 12/20/2012 33-3143 12/20/2012 33 31 15 High Density Polyethylene HDPE Pipe for Sanitary Sewer 04/23/2019 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 09/09/2022 �� >:f.>t Chloride (nvIC) Closedn,.,,fto r,..,..;t.> c.,�:t.,,,., co..>o.. 12/20/2012 Riff 33-31-2-2 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 3331 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33-34-79 12/20/2012 33-394-0 Gast 'n D-l� enef , "des 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 33-39-30 12/13/2024 33-3940 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 8 07/01/2011 3-44-14 12/20/2012 334442 11/13/2015 234� 06/10/2022 33 46 00 Subdraina e 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 �Z�o Cast i Plate ra.,Mieles and 1anetion Be*e 12/13/2024 33 49 20 Curb and Drop Inlets 03/11/2022 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 1 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33-44-49 1 Sto f.r D,-ainabeHeadwalls and txi;r is 07/01/2011 Division 34 - Transportation 34-49 03/11/2022 4 ^�4� AttaelAneat A EentreneFet 12/18/2015 3 ^^ ^moo= 02/2012 3 ^^ ^�o3 Aftaelffnent G Software Speeifiea4ioifl 01 /2012 344 11/22/2013 43 03/ 11 /2022 � ^�0 Roadway 111timination Asse4blies 12/20/2012 34^� 06/15/2015 3^ ^poi Ffeeway LED Readway Luff4nairves 06/15/2015 4 ^�07 Residential LED Readway Ltiminaires 06/15/2015 34-4 -N 11/12/2013 34-41-58 02/26/2016 3471 13 Traffic Control 03/22/2021 Appendix GC''++-4.02 Subsurface and Physical Conditions GG 4.04 Undern.7>~arsl;ties d,-4.06 nuziaic.[vRs-1m"rr�aamca carCondition -cccvzcc GC-6.06.1) Small Business Utilization Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities TIC-6.224 ,.Tefid ser-i ,.,k ie GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 1 Revised September 19, 2025 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: 2022 Bond Year 3 Contract 15 City Project No.: 104316 Units/Sections: Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements Unit 3: Paving Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 3 CONTRACT 15 Revised 9/19/2025 CITY PROJECT NO. 104316 - Bid Proposal Work Book Addendum #1 0041 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Auger Boring - 24-inch diameter casing and less b. Water Distribution, Urban and Renewal, 12-inch diameter and smaller c. Water Transmission, Urban/Renewal, 24-inches and smaller d. Sewer Bypass Pumping, 18-inches and smaller e. Sewer Collection System, Urban/Renewal, 8-inches and smaller f. Sewer Pipe Enlargement, 12-inches and smaller g. CCTV, 8-inches and smaller h. Concrete Paving Construction/Reconstruction (greater than 15,000 square yards) i. Asphalt Paving Construction/Reconstruction (greater than 15,000 sqaure yards) j. Sanitary Sewer Manhole/Structure Interior Lining - Warren Coating k. Sanitary Sewer Manhole/Structure Interior Lining - Chesterton Coating I. Cathodic Protection 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 CD days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work (and/or achievement of Milestones) within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 3 CONTRACT 15 Revised 9/19/2025 CITY PROJECT NO. 104316 - Bid Proposal Work Book Addendum #1 00 42 43 BID PROPOSAL Pege I of SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Prup"'A Unit 1: Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 3311.0651 24" DIP Water 33 11 10 LF 481 2 3311.0654 24" DIP Water (Restrained Joints) 33 It 10 LF 86 3 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 205 4 3311.0551 16" DIP Water 33 11 10 LF 595 5 3311.0461 12" PVC Water Pipe 33 11 12 LF 1,075, 6 3311.0261 8" PVC Water Pipe 33 It 12 LF 3,270 7 3305.2002 8" Water Carrier Pipe 33 05 24 LF 205 8 3311.0161 6" PVC Water Pipe 33 11 12 LF 135 9 3311.0061 4" PVC Water Pipe 33 11 12 LF 15 10 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 9 11 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 18 12 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 2 13 3312.3006 16" Gate Valve w/ Vault 33 1220 EA 1 14 3312.3005 12" Gate Valve 33 1220 EA 6 15 3312.3003 8" Gate Valve 33 1220 EA 15 16 3312.3002 6" Gate Valve 33 1220 EA 8 17 3305.0117 Concrete Collar for Valve 3305 17 EA 5 18 3312.0001 Fire Hydrant 33 1240 EA 9 19 3305.0003 8" Waterline Lowering 33 05 12 EA I 20 3305.0103 Exploratory Excavation of Existing Utilities 33 0530 EA 8 21 3305.0202 Imported Embedment/Backfill, CSS 3305 10 CY 100 22 3305.0203 Imported Embedment/Backfdl, CLSM 33 05 10 CY 200 23 3305.0204 Imported Embedment/Backfill, Crushed Rock 3305 10 CY 100 24 3305.0207 Imported Embedment/Backfill, Select Fill 3305 10 CY 500 25 3305.0109 Trench Safety 33 05 10 LF 2,200 26 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 43 27 3312.2003 1" Water Service 33 12 10 EA 99 28 3312.2004 1" Private Water Service 33 12 10 LF 270 29 3312.2101 1 1/2" Water Service, Meter Reconnection 33 12 10 EA 1 30 3312.2103 1 1/2" Water Service 33 12 10 EA 1 31 3312.2203 2" Water Service 33 12 10 EA 2 32 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 2 33 024 1.0 100 Remove Sidewalk 0241 13 SF 70 34 0241.0300 Remove ADA Ramp 0241 13 EA 1 35 024 1. 1000 Remove Cone Pvmt 0241 15 SY 500 36 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 50 37 0241.1019 Remove 24" Water Line 0241 14 LF 108 38 0241.1015 Remove 12" Water Line 0241 14 LF 32 39 024 1. 1001 Water Line Grouting 0241 14 CY 13 40 0241.1200 Remove Brick Pvmt 0241 15 SY 5 41 0241.1118 4"-12" Pressure Plug 0241 14 EA 2 42 0241.1218 4"-12" Water Abandonment Plug 0241 14 EA 11 43 0241.1602 Remove Concrete Water Vault 0241 14 EA 1 44 0241.2201 Remove 4' Manhole 0241 14 EA 1 45 0241.1302 Remove & Salvage 6" Water Valve 0241 14 EA 6 46 0241.1305 Remove & Salvage 12" Water Valve 0241 14 EA 1 47 0241.1510 Salvage Fire Hydrant 0241 14 EA l 48 0241.1511 Salvage 3/4" Water Meter 0241 14 EA 22 49 3304.0101 Temporary Water Services 33 04 30 LS 1 50 3201 18 LF 6,631 51 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 200 52 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 3201 17 SY 300 53 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 300 54 3217.0101 6" SLD Pvmt Marking HAS (VI) 32 1723 LF 20 55 3217.0102 6" SLD Pvmt Marking HAS (Y) 32 1723 LF 266 56 3217.0501 24" SLD Pvmt Marking HAE (W) 32 1723 LF 236 57 3217.0502 Preformed Thermoplastic Contrast Markings 24" Crosswalk 32 1723 LF 400 58 13217.1003 Lane Legend DBL Arrow 32 17 23 EA 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS R-ised9/19/2025 2022 BOND YEAR 3 CONTRACT 15 CITY PROJECT NO. 104316- Bid Proposal Work Book Addendum #1 00 42 43 BID PROPOSAL Peg. 2 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder', Proposal Unit 1: Water Improvements Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 59 3217.2103 REFL Raised Marker TY II -A -A 32 1723 EA 8 60 3291.0100 Topsoil 3291 19 CY 20 62 3292.0100 Block Sod Placement 3292 13 SY 200 61 0135.0101 Railroad Coordination Ol 35 13 LS 1 $50,000.00 $50,000.00 62 0135.0102 Railroad Flagmen Ol 35 13 1 LS 1 $250,000.00 $250,000.00 63 3304.0002 Cathodic Protection Design 33 04 12 LS 1 64 3304.0002 Cathodic Protection Installation 33 04 12 LS 1 65 3305.0110 Utility Markers 33 05 26 LS 1 66 0 17 1.0101 Construction Staking (Water) 017123 LS 1 67 0171.0102 As -Built Survey (GPS Redline Survey) 01 71 23 LS 1 68 3125.0101 SWPPP> 1 acre 31 25 00 LS 1 69 3471.0001 Traffic Control (Water) 3471 13 MO 5 70 3471.0002 Portable Message Sign (2 EA for 16 WK) 3471 13 WK 32 71 9999.0002 Remove & Replace Type III Barricade 99 99 02 EA 2 72 9999.0015 TxDOT (104-7001) REMOV CONC (PAV) T SY 325 1040T 73 9999.0016 TxDOT (105-7010) RMV (10"-14") TxDOT SY 325 TRT/UNTRT BASE & ASPH PA 105 9999.0017 TxDOT (247-7067) FL BS (CMP IN TxDOT 74 PLC)(TY A GR 1-2) (8") 247 SY 388 75 9999.0018 TxDOT (341-7043) D-GR HMA TY-I) TxDOT TON 85 PG64-22 341 76 9999.0019 TxDOT (360-7002) CONC PVMT (CRCP) TxDOT SY 388 (8") 360 9999.0020 TxDOT (531-7001) CONC SIDEWALKS TxDOT 77 (4") 531 SY 8 78 9999.0021 TxDOT (531-7007) CURB RAMPS (TY 3) TxDOT EA I 531 79 9999.0022 TxDOT (644-7065) RELOCATE SM RD SN TxDOT EA 2 SUP&AM TY IOBWG 644 SO 19999.0001 Construction Allowance (Water) 999901 LS 1 $100,000.00 $100,000.00 Subtotal - Unit 1: Water Improvements $400,000.00 Unit 2: Sanitary Sewer Improvements 1 3331.4115 8" Sewer Pipe (PVC) LF 1979 2 3331.1102 8" Pipe Enlargement 33 31 23 LF 200 3 3305.1002 16" Casing By Open Cut 33 05 22 LF 47 4 33 39 60 VF III 5 3339.1001 4' Manhole EA 16 6 3339.1002 4' Drop Manhole EA 1 7 3339.1003 4' Extra Depth Manhole VF 42 8 3305.0112 Concrete Collar for Manhole 3305 17 EA 4 9 3331.1201 Service Reinstatement, Pipe Enlargement 33 31 23 EA 2 10 3331.3101 4" Sewer Service w/ 4" 2-Way Cleanout 333150 EA 27 11 3331.3102 4" 2-Way Cleanout (Private) 33 31 50 EA 33 12 3331.3105 4" Private Sewer Service 333150 LF 1145 13 3331.3103 4" Bored Sewer Service 3331 50 EA 1 14 3331.0103 8" Sewer Pipe, Point Repair LF 50 15 0241.2001 Sanitary Line Grouting 0241 14 CY 23 16 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 10 17 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 2 18 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 4 19 0241.5001 Abandon Manhole 0241 14 EA 3 20 024 1. 1000 Remove Conc Pvmt 0241 15 SY 47 21 0241.1300 Remove Conc Curb&Gutter 0241 15 1 LF 25 22 3201.0400 Temporary Asphalt Paving Repair (2" HMAC over 6" Flexbase) 3201 18 LF 1817 23 3201.0614 Conc Pvmt Repair, Residential 320129 SY 140 24 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 25 25 3291.0100 Topsoil 3291 19 CY 16 26 3292.0100 Block Sod Placement 3292 13 SY 322 2022 BOND YEAR 3 CONTRACT 15 CITY OF FORT WORTH CITY PROJECT NO. IG4316 - Bid Proposal Work Book Addendum #1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Raised 9/19/2025 00 42 43 BID PROPOSAL Pege 3 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1: Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 27 3301.0001 Pre -CCTV Inspection 33 01 31 LF 2950 28 3301.0002 Post -CCTV Inspection 33 01 31 LF 2179 29 3301.0003 Final -CCTV Inspection 33 01 31 LF 2179 30 3301.0004 Final MH-CCTV Inspection 33 01 31 EA 18 31 3301.0101 Manhole Vacuum Testing 33 01 30 EA 18 32 3303.0001 Bypass Pumping 3303 10 LS 1 33 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 5 34 3305.0114 Manhole Adjustment, Major w/ Cover 3305 14 EA 9 35 3305.0202 Imported Embedment/Backfill, CSS 3305 10 CY 100 36 3305.0203 Imported EmbedmentBackfill, CLSM 3305 10 CY 100 37 3305.0204 Imported Embedment/Backfdl, Crushed Rock 3305 10 CY 13 38 3305.0207 Imported EmbedmentBackfill, Select Fill 3305 10 CY 500 39 3305.0109 Trench Safety 3305 10 LF 1860 40 3305.0112 Concrete Collar for Manhole 3305 17 EA 4 41 0241.0100 Remove Sidewalk (Private) 0241 13 SF 27 42 0241.0401 Remove Concrete Drive (Private) 0241 13 SF 727 43 0241.0402 Remove Asphalt Drive (Private) 0241 13 SF 50 44 0241.0500 Remove Fence (Private) 0241 13 LF 184 45 0241.0600 Remove Wall <4' (Private) 0241 13 LF 18 46 3110.0102 6"-12" Tree Removal (Private) 31 1000 EA 2 47 3213.0301 4" Conc Sidewalk (Private) 32 1320 SF 27 48 3213.0401 6" Concrete Driveway (Private) 32 1320 SF 727 49 3231.0111 4' Chain Link, Steel (Private) 3231 13 LF 29 50 3231.0121 4' Chain Link, Aluminum (Private) 3231 13 LF 38 51 3231.0123 6' Chain Link, Aluminum (Private) 3231 13 LF 35 52 3231.0131 4' Wrought Iron Fence (Private) 3231 13 LF 23 53 3231.0211 Barbed Wire Fence (Private) 32 31 26 LF 50 54 3231.0412 6' Fences, Wood (Private) 32 31 29 LF 74 55 3291.0100 Topsoil (Private) 3291 19 CY 10 56 3292.0100 Block Sod Placement (Private) 3292 13 SY 90 57 3125.0101 SWPPP> 1 acre 31 25 00 LS 1 58 3471.0001 Traffic Control (Sewer) 3471 13 MO 5 59 3305.0110 Utility Markers 33 05 26 LS 1 60 0171.0101 Construction Staking (Sewer) 01 7123 LS 1 61 0171.0102 As -Built Survey (GPS Redline Survey) 01 7123 LS 1 62 9999.0003 Install Retaining Wall <4' (Private) 99 99 03 LF 18 63 9999.0004 Remove & Replace Brick Pavers (Private) 99 99 04 SF 50 64 9999.0001 Construction Allowance (Sewer) 99 99 01 LS 1 $60,000.001 $60,000.00 Subtotal - Unit 2: Sanitary Sewer Improvements $60,000.00 Unit 3: Paving Improvments - Base Bid (Concrete) 1B 0241.1100 Remove Asphalt Pvmt 0241 15 SY 15672 2B 3123.0101 Unclassified Excavation by Plan 3123 16 CY 3245 3B 3211.0400 Hydrated Lime 32 1129 TN 346 4B 3211.0502 8" Lime Treatment (@361b/SY) 32 1129 SY 19212 5B 3213.0101 6" Conc Pvmt 32 13 13 SY 18241 6B 3305.0111 Valve Box Adjustment 33 05 14 EA 29 7B 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 25 8 024 1. 1000 Remove Conc Pvmt (Wall & Johnson Street) 0241 15 SY 1225 9 024 1. 1100 Remove Asphalt Pvmt (Wall, Johnson, & Hampton Street) 0241 15 SY 5937 10 3123.0101 Unclassified Excavation by Plan (Wall, Johnson, & Hampton Street) 3123 16 CY 1177 11 3211.0400 Hydrated Lime (Wall, Johnson, & Hampton Street) 321129 TN 119 12 3211.0502 8" Lime Treatment (@36 lb/SY) (Wall, Johnson, & Hampton Street) 32 1129 SY 6575 13 3213.0101 6" Conc Pvmt (Wall &Johnson Street) 3213 13 SY 1354 14 13213.0102 7" Conc Pvmt (Hampton Street) 32 13 13 SY 4897 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS R-ised9/19/2025 2022 BOND YEAR 3 CONTRACT 15 CITY PROJECT NO. 104316- Bid Proposal Work Book Addendum #1 00 42 43 BID PROPOSAL Pege 4 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1: Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 15 3305.0111 Valve Box Adjustment (Wall, Johnson, & Hampton Street) 3305 14 EA 21 16 3305.0107 Manhole Adjustment, Minor (Wall, Johnson, & Hampton Street) 3305 14 EA 10 17 0 17 1.0101 Construction Staking (Paving) 01 71 23 LS I 18 0241.0100 Remove Sidewalk 0241 13 SF 11605 19 0241.0200 Remove Step 0241 13 SF 15 20 0241.0300 Remove ADA Ramp 0241 13 EA 5 21 0241.0401 Remove Concrete Drive 0241 13 SF 6952 22 0241.0402 Remove Asphalt Drive 0241 13 SF 1421 23 0241.0600 Remove Wall <4' 0241 13 LF 60 24 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 3183 25 3110.0111 Site Clearing 31 1000 SY 250 26 3110.0102 6"-12" Tree Removal 31 1000 EA 4 27 3110.0103 12"-18" Tree Removal 31 1000 EA 5 28 3110.0104 18"-24" Tree Removal 31 1000 EA 8 29 3110.0105 24" and Larger Tree Removal 31 1000 EA 5 30 3125.0101 SWPPP> 1 acre 31 25 00 LS I 31 3212.0401 HMAC Transition 32 12 16 TN 31 32 3213.0301 4" Conc Sidewalk 32 1320 SF 11500 33 3213.0311 4" Conc Sidewalk, Adjacent to Curb 32 1320 SF 4753 34 3213.0321 Cone Sidewalk, Adjacent to Ret Wall 32 13 20 SF 285 35 3213.0322 Conc Curb at Back of Sidewalk 32 1320 LF 680 36 3232.0100 Conc Ret Wall Adjacent to Sidewalk 3232 13 SF 230 37 3213.0401 6" Concrete Driveway 32 1320 SF 15975 38 3213.0403 8" Concrete Driveway 32 1320 SF 4058 39 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA I 40 3213.0504 Barrier Free Ramp, Type M-2 32 1320 EA 1 41 3213.0505 Barrier Free Ramp, Type M-3 32 13 20 EA 1 42 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 8 43 3213.0507 Barrier Free Ramp, Type P-2 32 1320 EA 2 44 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 100 45 3217.5001 Club Address Painting 32 1725 EA 60 46 3291.0100 Topsoil 3291 19 CY 1201 47 3292.0100 Block Sod Placement 3292 13 SY 10802 48 3305.0107 Manhole Adjustment, Minor 3305 14 EA 32 49 3305.0111 Valve Box Adjustment 3305 14 EA 46 50 3305.0118 Meter Box Adjustment 3305 14 EA 4 51 3305.0108 Miscellaneous Structure Adjustment (24" Valve Box - STA 806+57 (E Peach St)) 3305 14 EA I 53 3137.0105 Medium Stone Riprap, grouted 31 37 00 SY 10 54 3349.5008 Remove and Replace Inlet Top, 20' 33 49 20 EA 1 55 344130 EA 6 56 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 15 57 3346.0008 4" Pipe Underdrain, Type 8 33 46 00 LF 100 58 3471.0001 Traffic Control 3471 13 MO 7 59 9999.0005 Remove & Replace Bollard 99 99 05 EA 6 60 9999.0006 Miscellaneous Utility Adjustment (Irrigation) 99 99 06 EA 1 $50,000.00 $50,000.00 61 9999.0007 Concrete Flume 99 99 07 EA I 62 9999.0008 Concrete Steps 99 99 08 SF 15 63 9999.0009 Barrier Free Ramp, Type Mod R-1 99 99 09 EA I 64 9999.0010 Barrier Free Ramp, Type Mod M-2 9999 10 EA 2 65 9999.0011 Barrier Free Ramp, Type Mod M-3 9999 11 EA 1 66 9999.0012 Barrier Free Ramp, Type Mod P-1 9999 12 EA 12 67 9999.0013 Remove, Salvage, and Relocate or Replace Chain Link Fence 9999 13 LF 25 68 9999.0914 Relocate Bike Rack 9999 14 EA I 69 9999.0001 Construction Allowance (Paving) 99 99 01 LS 1 $100,000.00 $100,000.00 Subtotal - Unit 3: Pavia Improvements - Base Bid (Concrete) $150,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 2022 BOND YEAR 3 CONTRACT 15 CITY PROJECT NO. 104316 - Bid Proposal Work Book Addendum.#1 00 42 43 BID PROPOSAL Peg. 5 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1: Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit 3: Paving Improvments - Alternate A (POL) 1A 3123.0101 Unclassified Excavation by Plan 3123 16 CY 1887 2A 0241.1700 11 " Pavement Pulverization 0241 15 SY 19212 3A 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 12 15 SY 19212 4A 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 8737 5A 3216.0301 7" Cone Valley Gutter, Residential 32 16 13 SY 355 6A 3305 14 EA 17 7A 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 29 8A 3211.0601 8" CEM-LIME (@36 LB/SY) 32 1129 TN 346 Deduct Items 113-713 Subtotal - Unit 3: Paving Im rovements - Alternate A (POL) Bid Summary Subtotal - Unit 1: Water Improvements $400,000.00 Subtotal - Unit 2: Sanitary Sewer Improvements $60,000.00 Subtotal - Unit 3: Paving Improvements - Base Bid (Concrete) $150,000.00 Subtotal - Unit 3: Paving Improvements - Alternate A (POL) *Total 1 - Units 1, 2, & 3 Base Bid (Concrete) $610,000.00 *Total 2-Units 1, 2, 3 Base Bid, & 3 Alt (POL) $610,000.00 -Note: The City reserves the right to award the contract to the responsive low bidder of Total I or Total 2 END OF SECTION CITY OF FORT WORTH 2O22 BOND YEAR 3 CONTRACT 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104316 - Bid Proposal Work Book Addendum #1 Raised 9/19/2025 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PARTl- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 c. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 i. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. Replaced paragraphs 1.2.A.2.a.1 & 1.2.A.2.b.1 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 — General Requirements 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Coordination within Railroad permit areas 26 a. Measurement 27 1) Measurement for this Item will be by lump sum. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 will be paid for at the lump sum price bid for Railroad Coordination. 31 c. The price bid shall include: 32 1) Mobilization 33 2) Inspection 34 3) Safety training 35 4) Additional Insurance 36 5) Insurance Certificates 37 6) Other requirements associated with general coordination with Railroad, 38 including additional employees required to protect the right-of-way and 39 property of the Railroad from damage arising out of and/or from the 40 construction of the Project. 41 2. Railroad Flagmen 42 a. Measurement CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 —Addendum 1 Revised March 11, 2022 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) Measurement for this Item will be by lump sum. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for by the lump sum for Railroad Flagmen. 5 c. The price bid shall include: 6 1) Coordination for scheduling flagmen 7 2) Flagmen 8 3) Other requirements associated with Railroad 9 3. All other items 10 a. Work associated with these Items is considered subsidiary to the various Items 11 bid. No separate payment will be allowed for this Item. 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. 17 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 18 High Voltage Overhead Lines. 19 1.4 ADNIINISTRATIVE REQUIREMENTS 20 A. Coordination with the Texas Department of Transportation 21 1. When work in the right-of-way which is under the jurisdiction of the Texas 22 Department of Transportation (TxDOT): 23 a. Notify the Texas Department of Transportation prior to commencing any work 24 therein in accordance with the provisions of the permit 25 b. All work performed in the TxDOT right-of-way shall be performed in 26 compliance with and subject to approval from the Texas Department of 27 Transportation 28 B. Work near High Voltage Lines 29 1. Regulatory Requirements 30 a. All Work near High Voltage Lines (more than 600 volts measured between 31 conductors or between a conductor and the ground) shall be in accordance with 32 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 33 2. Warning sign 34 a. Provide sign of sufficient size meeting all OSHA requirements. 35 3. Equipment operating within 10 feet of high voltage lines will require the following 36 safety features 37 a. Insulating cage -type of guard about the boom or arm 38 b. Insulator links on the lift hook connections for back hoes or dippers 39 c. Equipment must meet the safety requirements as set forth by OSHA and the 40 safety requirements of the owner of the high voltage lines 41 4. Work within 6 feet of high voltage electric lines 42 a. Notification shall be given to: 43 1) The power company (example: ONCOR) 44 a) Maintain an accurate log of all such calls to power company and record 45 action taken in each case. CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 —Addendum 1 Revised March 11, 2022 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 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 — Contract 15 City Project No. 104316 —Addendum 1 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 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and fmish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 — Contract 15 City Project No. 104316 —Addendum 1 0135 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Inspectors 2 c. Safety training 3 d. Additional insurance 4 e. Insurance certificates 5 f. Other employees required to protect the right-of-way and property of the 6 Railroad Company from damage arising out of and/or from the construction of 7 the project. Proper utility clearance procedures shall be used in accordance 8 with the permit guidelines. 9 2. Obtain any supplemental information needed to comply with the railroad's 10 requirements. 11 3. Railroad Flagmen 12 a. Submit receipts to City for verification of working days that railroad flagmen 13 were present on Site. 14 J. Dust Control 15 1. Use acceptable measures to control dust at the Site. 16 a. If water is used to control dust, capture and properly dispose of waste water. 17 b. If wet saw cutting is performed, capture and properly dispose of slurry. 18 K. Employee Parking 19 1. Provide parking for employees at locations approved by the City. 20 1.5 SUBMITTALS [NOT USED] 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY [NOT USED] 28 29 30 31 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 —Addendum 1 Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 —Addendum 1 Revised March 11, 2022 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 — Contract 15 City Project No. 104316 — Addendum 1 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B PA 11 FoRTwoRrH Daft: DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 1 Revised March 11, 2022 Audit 318785 Project No. 0803539 PIPELINE AGREEMENT Mile Post: 754.46-754.48, Choctaw Subdivision Location: Fort Worth, Tarrant County, Texas This PIPELINE AGREEMENT ("Agreement") is made and entered into as of the 12th day of August , 2025 ("Effective Date"), by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, to be addressed at 1400 Douglas Street, MS 1690, Omaha, Nebraska 68179 ("Licensor"), and CITY OF FORT WORTH, to be addressed at 100 Fort Worth Trail, Fort Worth, Texas 76102 ("Licensee"). IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: Article 1. LICENSOR GRANTS RIGHT. A. In consideration of the license fee to be paid by Licensee set forth below and in further consideration of the covenants and agreements to be performed by Licensee, Licensor hereby grants to Licensee the right to construct and thereafter, during the term hereof, maintain and operate an 8 inch DIP pipe conveying potable water encased in 20 inch steel pipe only, including any appurtenances required for the operation of said pipeline (collectively, "Licensee's Facilities") across Licensor's real property, trackage, or other facilities located in Fort Worth, Tarrant County, State of Texas ("Railroad Property"). The specific specifications and limited purpose for Licensee's Facilities on, along, across and under Railroad Property are described in and shown on the Print and Specifications dated June 6, 2025, attached hereto as Exhibit Al, A2, and A3 and made a part hereof. B. Licensee's Facilities will (i) only be used for transporting and conveying potable water and (ii) not be used to convey any other substance, any fiber optic cable, or for any other use, whether such use is currently technologically possible, or whether such use may come into existence during the life of this Agreement. C. Licensee acknowledges that if it or its contractor provides Licensor with digital imagery depicting Licensee's Facilities ("Digital Imagery"), Licensee authorizes Licensor to use the Digital Imagery in preparing Exhibit Al, A2 and A3. Licensee, through a license or otherwise, has the right to use the Digital Imagery and to permit Licensor to use the Digital Imagery in said manner. Article 2. TERM. This Pipeline Agreement shall take effect as of the Effective Date first herein written and shall continue in full force and effect. Article 3. LICENSEE FEE. Upon execution of this Agreement, Licensee shall pay to Licensor a one-time license fee of Seven Thousand One Hundred Sixty Dollars ($7,160.00). Article 4. LICENSEE'S COMPLIANCE WITH GENERAL TERMS. All work on Licensee's Facilities performed by Licensee or its contractors will strictly comply with all terms and conditions set forth herein, including the General Terms and Conditions, attached hereto as Exhibit B and made a part hereof. Article 5. INSURANCE. A. During the term of this Agreement, Licensee shall fully comply or cause its contractor(s) to fully comply with the insurance requirements described in Exhibit C, attached hereto and made a part hereof. Licensee shall send copies of all insurance documentation (e.g., certificates, endorsements, etc.) to Licensor at the address listed in the "NOTICES" Section of this Agreement. B. If Licensee is subject to statute(s) limiting its insurance liability and/or limiting its ability to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply. Article 6. IF WORK IS PERFORMED BY CONTRACTOR. If a contractor is hired by Licensee to perform any work on Licensee's Facilities, then Licensee shall require its contractor(s) to execute Licensors then -current form of Contractor's Right of Entry Agreement ("CROE"). Licensee acknowledges that: (i) the CROE attached hereto as Exhibit D and made a part hereof is the most current form available as of the Effective Date; and (ii) the terms and conditions of the CROE are subject to change by Licensor, such changes to be made at Licensor's sole discretion. Licensee shall require its contractors to execute the CROE before any contractors are allowed onto Railroad Property pursuant Licensee's notification requirements set forth in the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of Exhibit B. Article 7. ATTORNEYS' FEES. EXPENSES. AND COSTS. If litigation or other court action or similar adjudicatory proceeding is undertaken by Licensee or Licensor to enforce its rights under this Agreement, all fees, costs, and expenses, including, without limitation, reasonable attorneys' fees and court costs, of the prevailing Party in such action, suit, or proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is rendered. The provisions of this Article shall survive the termination of this Agreement. Article 8. WAIVER OF BREACH. The waiver by Licensor of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by Licensee shall in no way impair the right of Licensor to avail itself of any remedy for any subsequent breach thereof. Article 9. ASSIGNMENT. A. Licensee shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of Licensor, which must be requested in writing by Licensee. Any assignment or attempted transfer of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without Licensor's written consent, will be absolutely void and may result in Licensor's termination of this Agreement pursuant to the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of Exhibit B. B. Upon Licensor's written consent to any assignment, this Agreement will be binding upon and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators. Article 10. SEVERABILITY. Any provision of this Agreement which is determined by a court of competent jurisdiction to be invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which shall not invalidate or otherwise render ineffective any other provision of this Agreement. Article 11. NOTICES. Except Licensee's commencement of work notice(s) required under Exhibit B, all other notices required by this Agreement must be in writing, and (i) personally served upon the business address listed below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or (iii) by certified mail, return receipt requested to the Notice Address. Overnight express delivery notices will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days after deposit with the United States Postal Service. If to Licensor: Union Pacific Railroad Company Attn: Analyst — Real Estate Utilities (Project No. 0803539) 1400 Douglas Street, MS 1690 Omaha, Nebraska 68179 If to Licensee: City of Fort Worth Attn: Clayton Torrance, P.E. 100 Fort Worth Trail Fort Worth, TX 76102 Article 12. SPECIAL PROVISION — ONSITE OBSERVATION/INSPECTION. Licensor requires licensee to provide monitoring of tracks and on -site observation and/or inspection through Licensor approved inspector named below during all construction and installation work. Licensee is to directly coordinate services with the named inspector. Railpros Field Services Email: RP.UtilityArailpros.com Phone (682)223-5271 Article 13. SPECIAL PROVISONS - ABANDONMENT. The abandonment of the pipeline located within Peach Street for which no previous license agreement was found shall be completed following the Guidelines for Abandonment and Removal of Subsurface Structures on Union Pacific Railroad Right of Way, marked as Exhibit E, attached hereto and hereby made a part hereof. [Signature Page Follows] IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the Effective Date. UNION PACIFIC RAILROAD COMPANY, a Delaware corporation Erica J. Lewis Z"4' 2025.08.1214:29:44 By: J-05'00' Title: Sr Analvst - Real Estate CITY OF FORT WORTH, a Texas municipal corporation i By:.---- Jesica McEachern Title: Assistant City Manager Date: 07/25/2025 Approved as to Form and Legality: Thomas Royce Hansen Senior Assistant City Attorney Form 1295: N/A Attest: Jannette S. Goodall City Secretary M&C: N/A _ Date: N/A CONTRACT COMPLIANCE MANAGER By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Nan 'Clayton M. Torrance, P.E. Tid : Professional Engineer APPROVAL RECOMMENDED: Chl- rtovhe` e� Christo her Hard r Ju118 202517:01 CDT Christopher Harder, P.E. Director, Water Department � � a � ♦ ♦ 1 1 ♦ � 1 ♦ 1 1 1 ♦♦ 1 ; ; _ � � ♦ � ♦♦ 1 � 1 � �' ♦♦ 1 1 ♦♦ ♦ 1 y4 1 ' ♦ ♦ 1 1 � ♦ ♦ 1 ♦ 1 1 1 1 ♦♦ ` � \ 1 ♦ ♦ ,� 1 1 i ♦♦ ♦♦ i .� � � , i ♦♦ ♦ ,,� 1 ,�� 1 _ ♦ ♦ � 1 i 1 ♦♦ � �� 1 1 ♦ ♦ � 1 � �r - 1 ♦♦ � � 1 1 ♦ ♦ 8 , 1 , i ♦ ♦ Ytl� 1 1 ♦♦ � ♦ � ' ♦ ♦ e , ,, 1 ♦♦ ` ; 1 ♦ 1 1 ♦ ♦ � � + ® ® 1 �• ♦ r 1 1 � �M.� 1 � 1 = ♦ ♦ '�: \ 1 ♦ ♦ 1 1 qi �� ♦ 1 1 i� ♦ 1 � 1 � �� \ 1 ♦♦ • � �� 1 1 ♦ ♦ 1 1 ♦ 1 1 1 ♦ ♦ 1 1 ♦ • � 6 1 1 ♦ ♦ 1 1 ♦ 1 ". 1 1 ♦ � 1 1 ♦ ♦ � 1 ♦ 1 _. 6i 1 1 ♦♦♦ ; �� 1 1 ♦ 1 1 1 ♦ \ ,�'� 1 1 ♦ ♦ \ 1 ♦ 1 I' ' �,. � 1 � � � � 1 1 � 1 ♦ 1 1 1 ♦ � .. �. - 1 NON-FLAMMABLE LIQUID ECROSSING PIPELINE ❑ ENCROACHMENT ❑BOTH B UPRR R. 0. W. I 2522 FT. 2758 FT. L ) L a 2118FT. 536FT. o f Lu a 5{I 2 Y f 5 I 95 DEG. f 5 cr z I c� ANGLE OF cc o_ Z CROSSING l J - _ - _ - _ - _ - - - _ - - - W I In _ _ - _ - - - - - - - - - _ - a c) DESCRIBE ° " DESCRIBE FIXED OBJECT I FIXED OBJcr ECT CROSSING TRACK CROSSING TRACK Cold Springs Rd. C/L I E. Belknap,' C/L 2LIED NORTH (DOT: 275252L) (DOT: 797651 P) --------------------------- —A� ------------------------- — UPRR W. PLAN SCALE: NONE 0--i�..; Flo OUTER TRACK 25 FT. 205.O F T i OUTER alo TRACK =I� 50 F T. I I � I I 46 FT. ►�f 98 FT. 61 FT.- VENT PIPE 3 I I TOTAL TRACKS ' �J/+fT. -- NA FT. I 10.8 FT. '-- CASING PIPE CARRIER PIPE SECTION SCALE: NONE NOTES: 1) ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK 2) REFER TO AREMA VOLUME 1. CHAPTER 1. PART 5. SECTION 5.1 A) METHOD OF INSTALLATION BOREDANDJACKED B) DIST.FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT C) SIGNS PROVIDED? AT MINIMUM SIGNS WILL BE PROVIDED AS STATED ABOVE D) CARRIER MATERIAL DIP . IF RCP, CLASS V? NA COMMODITY TO BE CONVEYED POTABLE WATER OPERATIONAL PRESSURE 350 PSI. MAOP 350 PSI. WALL THICKNESS (INCH)/ SCHEDULE 0.25 DIAMETER 8 IN. CATHODIC/COATING PROTECTION YES NA fT. GROUND DRAINAGE SURFACE DITCH I I —FT. 5.2 F T . I LONGITUDINAL PIPE ENCROACHMENT MI, _�ING �,� EXHIBIT "A'-2 I I SUBDIVISION: Choctaw Sub. TRACK TYPE: MAINLINE E) CASING MATERIAL STEELPIPE IF RCP, CLASS V? NA •I M.P.: 754.48 TOTAL LENGTH CASING PIPE: 205 FT. WALL THICKNESS 0.375 IN. DIAMETER 20 IN. CATHODIC/COATING PROTECTION YES CASING PIPE IS OPEN AT THE ENDS. F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES 46 AND 61 LAT.: 32.764053 E.S.M.: 8162+66t I LONG.:-97.323875 NEAREST CITY: COUNTY: STATE: FT WORTH TARRANT TX APPLICANT: CITY OF FORT WORTH FILE NO.: 0803539 1 DATE: 6/6/2025 NON-FLAMMABLE LIQUID 0 CROSSING PIPELINE ❑ ENCROACHMENT ❑ BOTH B UPRR R. O. W. 2452 FT. �I 2828 FT. I I c- a _FT. -' - 536FT. C w w o Y I 100 DEG. Ir z I co ANGLE OF Z CROSSING — — — �— —-—-—-—- — - — - — w 1 — — — — — — — — — — — — — — o DESCRIBE � I " DESCRIBE e -FIXED OBJECT I TIXCD OBJECT CROSSING TRACK CROSSING TRACK I E. Belknap St. -----------------------. ---(Dor:7s76 -- PLAN SCALE: NONE n 2Io i I OUTER OUTER Flo TRACK TRACK mid 25 FT. I 50 FT. I I — 46 FT VENT PIPE 205.0 F T. � I f ram- sA FT. 61 FT. 3 I I TOTAL TRACKS ' NA FT. NA FT. I NA FT DRAINAGE � DITCH 8.8 FT GROUNU SURFACE _FT. i5.2FT.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t i I I CASING PIPE CARRIER PIPE SECTION SCALE: NONE NOTES: 1) ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK 2) REFER TO AREMA VOLUME 1. CHAPTER 1. PART 5. SECTION 5.1 A? METHOD OF INSTALLATION BOREDANDJACKED B} DIST.FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT C) SIGNS PROVIDED? AT MINIMUM SIGNS WILL BE PROVIDED AS STATED ABOVE D) CARRIER MATERIAL DIP IF RCP, CLASS V? NA COMMODITY TO BE CONVEYED POTABLEWATER OPERATIONAL PRESSURE 350 PSI. MAOP 350 PSI. WALL THICKNESS (INCH)/ SCHEDULE 0.25 DIAMETER 8 IN. CATHODIC/COATING PROTECTION YES LONGITUDINAL PIPE ENCROACHMENT aBUILDING EXHIBIT "L\13 1 SUBDIVISION: Choctaw Sub. RACK TYPE: MAINLINE E) CASING MATERIAL sTEELPIPE IF RCP, CLASS V? NA M.P.. 754,46 1 LAT.. 32.764053 TOTAL LENGTH CASING PIPE: 205 FT, WALL THICKNESS 0.375 IN. DIAMETER 20 IN. CATHODIC/COATING PROTECTION YES CASING PIPE IS OPEN AT THE ENDS. F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES 46 AND 61 E.S.M.: 12840+89 t LONG.:-97.323875 NEAREST (CITY: COUNTY: STATE: FT WORTH TARRANT TX APPLICANT: CITYOFFORTWORTH FILE NO.. 0803539 I DATE: 6/6/2025 EXHIBIT B GENERAL TERMS AND CONDITIONS Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED. A. The foregoing grant is subject and subordinate to the prior and continuing right and obligation of Licensor to use and maintain its entire property including the right and power of Licensor to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal, communication, fiber optics, or other wielines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Licensor without liability to Licensee or to any other party for compensation or damages. B. The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of Railroad Property) and the right of Licensor to renew and extend the same, and is made without covenant of title or for quiet enjoyment. It shall be Licensee's sole obligation to obtain such additional permission, license and grants necessary on account of any such existing rights. Section 2. ENGINEERING REQUIREMENTS; PERMITS. A. Licensee's Facilities will be designed, constructed, operated, maintained, repaired, renewed, modified, reconstructed, removed, or abandoned in place on Railroad Property by Licensee or its contractor to Licensor's satisfaction and in strict conformity with: (i) Licensor's current engineering standards and specifications, including those for shoring and cribbing to protect Licensor's railroad operations and facilities ("UP Specifications"), except for variances approved in advance in writing by Licensor's Assistant Vice President Engineering — Design or its authorized representative ("UP Engineering Representative"); (ii) such other additional safety standards as Licensor, in its sole discretion, elects to require, including, without limitation, American Railway Engineering and Maintenance -of -Way Association ("AREMA") standards and guidelines (collectively, "UP Additional Requirements"); and (iii) all applicable laws, rules, and regulations, including any applicable Federal Railroad Administration and Federal Energy Regulatory Commission regulations and enactments (collectively, "Laws"). If there is any conflict between UP Specifications, UP Additional Requirements, and Laws, the most restrictive will apply. B. Licensee shall keep the soil over Licensee's Facilities thoroughly compacted, and maintain the grade over and around Licensee's Facilities even with the surface of the adjacent ground. C. If needed, Licensee shall secure, at Licensee's sole cost and expense, any and all necessary permits required to perform any work on Licensee's Facilities. Section 3. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES. A. Licensee and its contractors are strictly prohibited from commencing any work associated with Licensee's Facilities without Licensor's written approval that the work will be in strict compliance with the "ENGINEERING REQUIREMENTS; PERMITS" Section of this Exhibit B. Upon Licensor's approval, Licensee shall contact both of Licensor's field representatives ("Licensor's Field Representatives") at least ten (10) days before commencement of any work on Licensee's Facilities. B. Licensee shall not commence any work until: (1) Licensor has determined whether flagging or other special protective or safety measures (" Safety Measures") are required for performance of the work pursuant to the "FLAGGING" Section of this Exhibit B and provided Licensee written authorization to commence work; and (2) Licensee has complied with the "PROTECTION OF FIBER OPTIC CABLE SYSTEMS" Section of this Exhibit B. C. If, at any time, an emergency arises involving Licensee's Facilities, Licensee or its contractor shall immediately contact Licensor's Response Management Communications Center at (888) 877-7267. Section 4. FLAGGING. A. Following Licensee's notice to Licensor's Field Representatives required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensor shall inform Licensee if Safety Measures are required for performance of the work by Licensee or its contractor on Railroad Property. If Safety Measures are required, no work of any kind may be performed by Licensee or its contractor(s) until arrangements for the Safety Measures have been made and scheduled. If no Safety Measures are required, Licensor will give Licensee written authorization to commence work. B. If any Safety Measures are performed or provided by Licensor, including but not limited to flagging, Licensor shall bill Licensee for such expenses incurred by Licensor, unless Licensor and a federal, state, or local governmental entity have agreed that Licensor is to bill such expenses to the federal, state, or local governmental entity. Additional information regarding the submission of such expenses by Licensor and payment thereof by Licensee can be found in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. If Licensor performs any Safety Measures, Licensee agrees that Licensee is not relieved of any of responsibilities or liabilities set forth in this Agreement. C. For flagging, the rate of pay per hour for each flagger will be the prevailing hourly rate in effect for an eight -hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage, and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one- half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Licensor and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Licensee (or the governmental entity, as applicable) shall pay on the basis of the new rates and charges. D. Reimbursement to Licensor will be required covering the full eight -hour day during which any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagger is engaged in other railroad work. Reimbursement will also be required for any day not actually worked by the flaggers following the flaggers' assignment to work on the project for which Licensor is required to pay the flaggers and which could not reasonably be avoided by Licensor by assignment of such flaggers to other work, even though Licensee may not be working during such time. When it becomes necessary for Licensor to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Licensee must provide Licensor a minimum of five (5) days notice prior to the cessation of the need for a flagger. If five (5) days notice of cessation is not given, Licensee will still be required to pay Ragging charges for the days the flagger was scheduled, even though flagging is no longer required for that period. An additional ten (10) days notice must then be given to Licensor if flagging services are needed again after such five day cessation notice has been given to Licensor. Section 5. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of any work on Railroad Property performed by Licensee or its contractor, and takes precedence over any work on Licensee's Facilities to be performed Licensee or its contractors. Licensee shall be responsible for initiating, maintaining and supervising all safety operations and programs in connection with any work on Licensee's Facilities. Licensee and its contractor shall, at a minimum comply, with Licensor's then current safety standards located at the below web address ("Licensor's Safety Standards") to ensure uniformity with the safety standards followed by Licensor's own forces. As a part of Licensee's safety responsibilities, Licensee shall notify Licensor if it determines that any of Licensor's Safety Standards are contrary to good safety practices. Licensee and its contractor shall furnish copies of Licensor's Safety Standards to each of its employees before they enter Railroad Property. [http://www.a.coin/cs/groups/public/nq uprr/n_sUpliers/documents/up pdf nativedocs/pdf up supplier safety rea.ndfJ B. Licensee shall keep the job site on Railroad Property free from safety and health hazards and ensure that their employees are competent and adequately trained in all safety and health aspects of the work. C. Licensee agrees that Licensee's Facilities and all parts thereof within and outside of the limits of Railroad Property will not interfere whatsoever with the constant, continuous, and uninterrupted use of the tracks, property, and facilities of Licensor, and nothing shall be done or suffered to be done by Licensee at any time that would in any manner impair the safety thereof. D. Licensors operations and work performed by Licensor's personnel may cause delays in Licensee's or its contractor's work on Licensee's Facilities. Licensee accepts this risk and agrees that Licensor shall have no liability to Licensee or any other person or entity for any such delays. Licensee must coordinate any work on Railroad Property by Licensee or any third party with Licensor's Field Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B. E. Licensor shall have the right, if it so elects, to provide any support it deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, repair, renewal, modification, relocation, reconstruction, or removal of Licensee's Facilities. In the event Licensor provides such support, Licensor shall invoice Licensee, and Licensee shall pay Licensor as set forth in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated. F. Licensee may use unmanned aircraft systems ("UAS") to inspect Licensee's Facilities only upon the prior authorization from and under the direction of Licensor's Field Representatives. Licensee agrees that its use of UAS on Railroad Property will comply with Licensor's then -current Unmanned Aerial Systems Policy and all applicable laws, rules and regulations, including any applicable Federal Aviation Administration regulations and enactments pertaining to UAS. Section 6. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensee shall visit up.com/CBUD to complete and submit the required form to determine if fiber optic cable is buried anywhere on Railroad Property to be used by Licensee. If it is, Licensee shall telephone the telecommunications company(ies) involved, and arrange for a cable locator, make arrangements for relocation or other protection of the fiber optic cable, all at Licensee's expense, and will not commence any work on Railroad Property until all such protection or relocation has been completed. Section 7. LICENSEE'S PAYMENT OF EXPENSES. A. Licensee shall bear the entire cost and expense of the design, construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities. B. Licensee shall fully pay for all materials joined, affixed to and labor performed on Railroad Property in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, and shall not permit or suffer any mechanic's or materialman's lien of any kind or nature to be enforced against the property for any work done or materials furnished thereon at the instance or request or on behalf of Licensee. Licensee shall promptly pay or discharge all taxes, charges, and assessments levied upon, in respect to, or on account of Licensee's Facilities, to prevent the same from becoming a charge or lien upon any property of Licensor, and so that the taxes, charges, and assessments levied upon or in respect to such property shall not be increased because of the location, construction, or maintenance of Licensee's Facilities or any improvement, appliance, or fixture connected therewith placed upon such property, or on account of Licensee's interest therein. Where such tax, charge, or assessment may not be separately made or assessed to Licensee but shall be included in the assessment of the property of Licensor, then Licensee shall pay to Licensor an equitable proportion of such taxes determined by the value of Licensee's property upon property of Licensor as compared with the entire value of such property. C. As set forth in the "FLAGGING" Section of this Exhibit B, Licensor shall have the right, if it so elects, to provide any Safety Measures Licensor deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, including, but not limited to supervision, inspection, and flagging services. In the event Licensor provides such Safety Measures, Licensor shall submit an itemized invoice to Licensee's notice recipient listed in the "NOTICES" Article of this Agreement. Licensee shall pay to Licensor the total amount listed on such invoice within thirty (30) days of Licensee's receipt of such invoice. Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated. Section 8. MODIFICATIONS TO LICENSEE'S FACILITIES. A. This grant is subject to Licensor's safe and efficient operation of its railroad, and continued use and improvement of Railroad Property (collectively, "Railroad's Use"). Accordingly, Licensee shall, at its sole cost and expense, modify, reconstruct, repair, renew, revise, relocate, or remove (individually, "Modification", or collectively, "Modifications") all or any portion of Licensee's Facilities as Licensor may designate or identify, in its reasonable discretion, in the furtherance of Railroad's Use. B. Upon any Modification of all or any portion of Licensee's Facilities to another location on Railroad Property, Licensor and Licensee shall execute a Supplemental Agreement to this Pipeline Agreement to document the Modification(s) to Licensee's Facilities on Railroad Property. If the Modifications result in Licensee's Facilities moving off of Railroad Property, this Agreement will terminate upon Licensee's completion of such Modification(s) and all requirements contained within the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of this Exhibit B. Any such Modification(s) off of Railroad Property will not release Licensee from any liability or other obligation of Licensee arising prior to and upon completion of any such Modifications to the Licensee's Facilities. Section 9. RESTORATION OF RAILROAD PROPERTY. In the event Licensee, in any manner moves or disturbs any property of Licensor in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, then, Licensee shall, as soon as possible and at Licensee's sole cost and expense, restore Licensor's property to the same condition as the same were before such property was moved or disturbed. Section 10. INDEMNITY. A. Definitions. As used in this Section: 1. "Licensor" includes Licensor, its affiliates, its and their officers, directors, agents and employees, and other railroad companies using Railroad Property at or near the location of Licensee's installation and their officers, directors, agents, and employees. 2. "Licensee" includes Licensee and its agents, contractors, subcontractors, sub -subcontractors, employees, officers, and directors, or any other person or entity acting on its behalf or under its control. 3. "Loss" includes claims, suits, taxes, loss, damages (including punitive damages, statutory damages, and exemplary damages), costs, charges, assessments, judgments, settlements, liens, demands, actions, causes of action, fines, penalties, interest, and expenses of any nature, including court costs, reasonable attorneys' fees and expenses, investigation costs, and appeal expenses. B. Licensee shall, to the extent allowed by law and the Texas Constitution, release, defend, indemnify, and hold harmless Licensor from and against any and all Loss, even if groundless, fraudulent, or false, that directly or indirectly arises out of or is related to Licensee's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, removal, presence, use, or operation of Licensee's Facilities, including, but not limited to, any actual or alleged: 1. Bodily harm or personal injury (including any emotional injury or disease) to, or the death of, any person(s), including, but not limited to, Licensee, Licensor, any telecommunications company, or the agents, contractors, subcontractors, sub -subcontractors, or employees of the foregoing; 2. Damage to or the disturbance, loss, movement, or destruction of Railroad Property, including loss of use and diminution in value, including, but not limited to, any telecommunications system(s) or fiber optic cable(s) on or near Railroad Property, any property of Licensee or Licensor, or any property in the care, custody, or control of Licensee or Licensor; 3. Removal of person(s) from Railroad Property; 4. Any delays or interference with track or Railroad's Use caused by Licensee's activity(ies) on Railroad Property, including without limitation the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities or any part thereof, any activities, labor, materials, equipment, or machinery in conjunction therewith; 5. Right(s) or interest(s) granted pursuant to this Agreement; 6. Contents escaping from Licensee's Facilities, including without limitation any actual or alleged pollution, contamination, breach, or environmental Loss; 7. Licensee's breach of this Agreement or failure to comply with its provisions, including, but not limited to, any violation or breach by Licensee of any representations and warranties Licensee has made in this Agreement; and 8. Violation by Licensee of any law, statute, ordinance, governmental administrative order, rule, or regulation, including without limitation all applicable Federal Railroad Administration regulations. C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT PERMITTED BY LAW AND THE TEXAS CONSTITUTION FOR THE BENEFIT OF LICENSOR, EXCEPT WHERE THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT NEGLIGENCE, GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF LICENSOR AS DETERMINED IN A FINAL JUDGMENT BY A COURT OF COMPETENT JURISDICTION. Section 11. TERMINATION; REMOVAL OF LICENSEE'S FACILITIES. A. If Licensee does not use the right herein granted on Licensee's Facilities for one (1) year, or if Licensee continues in default in the performance of any provision of this Agreement for a period of thirty (30) days after written notice from Licensor to Licensee specifying such default, Licensor may, at its sole discretion, terminate this Agreement by written notice to Licensee at the address listed in the "NOTICES" Article of this Agreement. This Agreement will not terminate until Licensee complies with Paragraphs "C" and "D" of this Section found below. B. Intentionally Deleted. C. Prior to the effective date of any termination described in this Section, Licensee shall submit an application to Licensor's online Utility Contracts System at hops://www.uprr.com/rem/ucs/jas/#/home for Licensee's removal, or if applicable, abandonment in place of Licensee's Facilities located on Railroad Property ("Removal/Abandonment Work"). Upon the UP Engineering Representative's approval of Licensee's application for the Removal/Abandonment Work, Licensor and Licensee shall execute a separate consent document that will govern Licensee's performance of the Removal/Abandonment Work from those portions of Railroad Property not occupied by roadbed and/or trackage ("Consent Document"). Licensor shall then restore the impacted Railroad Property to the same or reasonably similar condition as it was prior to Licensee's installation of Licensee's Facilities. For purposes of this Section, Licensee's (i) performance of the Removal/Abandonment Work, and (ii) restoration work will hereinafter be collectively referred to as the "Restoration Work". D. Following Licensee's completion of the Restoration Work, Licensee shall provide a written certification letter to Licensor at the address listed in the "NOTICES" Article of this Agreement which certifies that the Restoration Work has been completed in accordance with the Consent Document. Licensee shall report to governmental authorities, as required by law, and notify Licensor immediately if any environmental contamination is discovered during Licensee's performance of the Restoration Work. Upon discovery, the Licensee shall initiate any and all removal, remedial and restoration actions that are necessary to restore the property to its original, uncontaminated condition. Licensee shall provide written certification to Licensor at the address listed in the "NOTICES" Article of this Agreement that environmental contamination has been remediated and the property has been restored in accordance with Licensor's requirements. Upon Licensor's receipt of Licensee's restoration completion certifications, this Agreement will terminate. E. In the event that Licensee fails to complete any of the Restoration Work, Licensor may, but is not obligated, to perform the Restoration Work and seek reimbursement from Licensee. F. Termination of this Agreement for any reason will not affect any of rights or obligations of the parties which may have accrued, or liabilities or Loss (defined in the "INDEMNITY" Section of this Exhibit B), accrued or otherwise, which may have arisen prior to such termination. EXHIBIT C INSURANCE REQUIREMENTS In accordance with Article 5 of this Agreement, Licensee shall (1) procure and maintain at its sole cost and expense, or (2) require its contractors and subcontractors to procure and maintain, at their sole cost and expense, the following insurance coverage: A. Commercial General Liability Insurance. Commercial general liability (CGL) with a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. B. Business Automobile Coverage Insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a limit of not less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including owned, hired, and non -owned autos). The policy must contain the following endorsements, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 O1 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. C. Workers' Compensation and Employers' Liability Insurance. Coverage must include but not be limited to: Licensee's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement. Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee. If Licensee is self -insured, evidence of state approval and excess workers' compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. D. Environmental Liability Insurance. Environmental Legal Liability Insurance (ELL) applicable to bodily injury, property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, cleanup costs, and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in connection with any loss arising from the insured's performance under this Agreement. Except with respect to the limits of insurance, and any rights or duties specifically assigned to the first named insured, this insurance must apply as if each named insured were the only named insured; and separately to the additional insured against which claim is made or suit is brought. Coverage shall be maintained in an amount of at least $2,000,000 per loss, with an annual aggregate of at least $4,000,000. Any retroactive date applicable to ELL insurance coverage under the policy must be the same as or precedes the Effective Date of this Agreement, and continuous coverage must be maintained for a period of five (5) years beginning from the time the work under this Agreement is completed or if coverage is cancelled for any reason the policies extended discovery period, if any, will be exercised for the maximum time allowed. E. Railroad Protective Liability Insurance. Licensee must maintain for the duration of work "Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Licensor only as named insured, with a limit of not less than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this Agreement and shall describe all WORK or OPERATIONS performed under this Agreement. Notwithstanding the foregoing, Licensee does not need Railroad Protective Liability Insurance after its initial construction work is complete and all excess materials have been removed from Licensor's property; PROVIDED, however, that Licensee shall procure such coverage for any subsequent maintenance, repair, renewal, modification, reconstruction, or removal work on Licensee's Facilities. F. Umbrella or Excess Insurance. If Licensee utilizes umbrella or excess policies, and these policies must "follow form" and afford no less coverage than the primary policy. Other Requirements G. All policy(ies) required above (except business automobile, workers' compensation and employers' liability) must include Licensor as "Additional Insured" using ISO Additional Insured Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to Licensor as additional insured shall not be limited by Licensee's liability under the indemnity provisions of this Agreement. BOTH LICENSOR AND LICENSEE EXPECT THAT LICENSOR WILL BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER ISO ADDITIONAL INSURED FORM CG 20 26. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in which this Agreement will be performed. I. Licensee waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Licensor and its agents, officers, directors and employees for damages covered by the workers' compensation and employers' liability or commercial umbrella or excess liability obtained by Licensee required in this Agreement, where permitted by law. This waiver must be stated on the certificate of insurance. J. All insurance policies must be written by a reputable insurance company acceptable to Licensor or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the work is to be performed. K. The fact that insurance is obtained by Licensee will not be deemed to release or diminish the liability of Licensee, including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Licensor from Licensee or any third party will not be limited by the amount of the required insurance coverage. L. Licensee is allowed to retain (self -insure) in whole or in part any insurance obligation under this Agreement. Any retention shall be for the account of Licensee. If Licensee elects to retain (self -insure) in whole or in part any insurance required by the Agreement Licensee agrees that it shall provide Railroad with the same coverage that would have been provided to it by the required commercial insurance forms had Licensee obtained commercial insurance. 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WHICHEVER IS GREATER. 3. MATCH T18' EXISTING SIZE AND SPACING FOR INDUSTRIAL OR USE MINIMUM SIZE AND SPACING OF #4 BARS AT 18" O.LSTR FOR ARTERIALS AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #4.18" PREFORMED BARS, DOWEL AND EPIN A MIN 6" INTO ELLSEND PAVEMENT AT 16" O.C. (TYP)M AND LA O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 5. ALL EXISTING ASPHALT COURSE SHAEL BE REPLACED E THE ORIGINAL DEPTH. PLACE A MINIMUM OF 2' HMAC SURFACE COURSE (TYPE BEYOND TO MATCH EXISTING GRADE AI SHOWN. 6_ PAVEMENT SURFACE RESTORATION BEYOND THE LIMITS OF THIS DETAIL SHALL COMPLY WITH CURRENT UPLITY CONSTRUCTION POLICY. EXISTING HMAC. /TACK COAT PER PAVEMENT / SECTION 32 12 16 EXISTING CONCRETE I (—.)FULL-DEPTH SAWCUT PAVEMENT TRENCH REPAIR UMII - NEW HMAC SEE NOTE p3 SEE NOTE y4 (SEE NOTE 'S) / 4 'SEE NOTE III •12Jl 1241 I I` II / / EXISTING THEATER A + \\` TURB SUBGRADE (IF NY) — +1I - UNDISED ( _� SUBGRADE 95� COMPACTION ••• — * . -' TO +5% OF OPTIMUM +* 1 = MO Si R CONTENT r /zI/.y FINAL BACKFILL ACCEPTaBLEJ!I +•"•+++••••++++.•.•+• -<15' UNDER PAVEMENT BACKFILL MATERIAL — - ALL DEPTH5 FOR IN ACCORDANCE WITH I_ + NON -PAVED AREAS SECTION 33 05 10 6" MIN AND ++++ •+.III Y MAx INIPAL BACKFILL 1 I ERENCH GECTEXTILE FABRIC UTILITY SAND PER SECTION 33 OS 10 CRUSHED ROCK PER S CTI N 3 5 0 E 0 3 1 ? 0 ry II b" MIN. AND - - 1— 12" MAX. II BEDDING T (— T i n n iI I i�iTiiTi n i i 5" MIN. TRENCH WALL CLEARANCE (TYP.) NO GROUND GROUND WATER / WATER PRESENT PRESENT DETAIL 32 01 12-D520 PERMANENT COMPOSITE PAVEMENT REPAIR DETAIL 32 11 29-D523 (ASPHALT/CONCRETE) DETAIL 33 O5 10-DO01 ACCEPTABLE BACKFILL DETAIL 33 D5 10-D101 EMBEDMENT FOR WATER ONES 12-IN AND SMALLER TRERNCH A LIMITS PROVIDE DENSITY AND-/ •++++••. •++++••" THICKNESS TESTING : '+*+*.'+'+*+*•'— PER SECTION + + + + + + + UNDISTURBED 32 12 16 PART 36 III_• "III SUBGRADE .1 COMPACTON -2R TO +5% OF FLEXIBLE BASE MATERIAL + OPTIMUM MOISTURE +I TEMPORARY TRENCH REP, CONTENT ,7_ PER SECTION 32 11 23 + + • ACCEPTABLE SACKFUL ++++•+• . - +III MATERIAL ACCORDANCE _ WITH SECTION 33 05 TO . 'TINAL BACKFILL < 15' UNDER PAVEMENT ALL DEPTHS FOR NON -PAVED AREAS I- MIN. I_I 0N� III UTILITY SAND PER PPPSECTION 33 05 TO O 32 01 1B TEMPORARY ASPHALT PAVEMENT TRENCH REPAIR. 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Z:6 W Q". 4 yCss 8� I I - 7 y 8 rc e ,ffi N 8 I aW oI ------ I Z roa I h I 'sss=03 g s _ I _ I a a � m b g i7i mwm.„wmm«cam.�ammawx�mmsomv.a..uxnn s'w'w��e' i�' CITY OF FORT WORTH Transportation and Public Works Department 2022 Bond Year 3 — Contract 15 City Project No. 104316 ADDENDUM NO.2 Addendum No. 2: Issued Monday, November 17, 2025 Bid Open Date: Thursday, November 20, 2025 This Addendum forms part of the Contract Documents and Specifications for the above - referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, and in the proposal (SECTION 00 4100). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The construction documents for 2022 Bond Year 3 — Contract 15, City Project No. 104316, are hereby revised by Addendum No. 2 as follows: I. SPECIFICATIONS & CONTRACT DOCUMENTS: a. SECTION 0135 13 —Replace the SPECIAL PROJECT PROCEDURES in its entirety with the attached revised SPECIAL PROJECT PROCEDURES. b. SUBMISSION INSTRUCTIONS — 26-0015 — The submission instructions have been updated to include Addendum No.2 under the Requested Information Section. II. CLARIFICATIONS: a. The bid opening date is Thursday, November 20, 2025. b. Bid Items 61 & 62, in Unit 1, Railroad Coordination & Railroad Flagmen, are pre - bid allowance items. The contractor is required to provide receipts for the actual costs to be reimbursed. This Addendum No. 2 forms part of the Specifications and Contract Documents for the above - referenced project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested information in the space provided in Section 00 4100, Bid Form, Page 3 of 3 A signed copy of Addendum No. 2 should be included in the submitted sealed bid at the time of Page 1 of 2 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum 2 bid submittal. Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 2 RECEIPT ACKNOWLEDGEMENT Company: McClendon Construction Company In Address: PO Box 999 City: Burleson State: Texas Lauren Prieur, P.E. c Director, Trans ortation and Public Works By: Grej Robins, P.E. Engineering Manager, TPW Page 2 of 2 CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 14, 2022 Addendum 2 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 c. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 1. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. Replaced paragraphs 1.2.A.1.a.1, 1.2.A.1.b.1, 1.2.A.l.c, 1.2.A.2.a.1, 1.2.A.2.b.2 19 and 1.2.A.2.c.1 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) This is an allowance bid item. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid by actual cost, no cost plus. Contractor shall provide receipts 32 for actual costs without overhead. 33 c. The price bid shall include: 34 1) Inspection 35 2) Safety training 36 3) Additional Insurance 37 4) Insurance Certificates 38 2. Railroad Flagmen 39 a. Measurement 40 1) This is an allowance bid item. 41 b. Payment CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 2 Revised Mareh 11, 2022 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) The work performed and materials furnished in accordance with this Item 2 will be paid by actual cost, no cost plus. Contractor shall provide receipts 3 for actual costs without overhead. 4 c. The price bid shall include: 5 1) Flagmen 6 3. All other items 7 a. Work associated with these Items is considered subsidiary to the various Items 8 bid. No separate payment will be allowed for this Item. 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 15 High Voltage Overhead Lines. 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Coordination with the Texas Department of Transportation 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 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 — Contract 15 City Project No. 104316 — Addendum 2 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 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 — Contract 15 City Project No. 104316 — Addendum 2 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 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USAGE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Mareh 11, 2022 2022 Bond Year 3 — Contract 15 City Project No. 104316 — Addendum 2 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 d. Additional insurance 2 e. Insurance certificates 3 f. Other employees required to protect the right-of-way and property of the 4 Railroad Company from damage arising out of and/or from the construction of 5 the project. Proper utility clearance procedures shall be used in accordance 6 with the permit guidelines. 7 2. Obtain any supplemental information needed to comply with the railroad's 8 requirements. 9 3. Railroad Flagmen 10 a. Submit receipts to City for verification of working days that railroad flagmen 11 were present on Site. 12 J. Dust Control 13 1. Use acceptable measures to control dust at the Site. 14 a. If water is used to control dust, capture and properly dispose of waste water. 15 b. If wet saw cutting is performed, capture and properly dispose of slurry. 16 K. Employee Parking 17 1. Provide parking for employees at locations approved by the City. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 27 28 29 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit 3/11/2022 M Owen Remove references to Air Pollution watch Days and NCTCOG Clean construction CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 2 Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH 2O22 Bond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 2 Revised March 11, 2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> m Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORD WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 —Contract 15 City Project No. 104316 — Addendum 2 01 35 13 - 8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 3 11 FoRTwoRrH Daft: DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH 2O22 Bond Year 3 —Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 — Addendum 2 Revised March 11, 2022 00 11 13 INVITATION TO BIDDERS SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Pagel of 3 Electronic bids for the construction of 2022 Bond Year 3 Contract 15, City Project Number: 104316 ("Project") will be received by the City of Fort Worth via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, November 20, 2025. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised 2/0&24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Unit I: Water Improvements 8" PVC Water Line - 3,270 LF 12" PVC Water Line - 1,075 LF 16" DIP Water Line - 600 LF 24" DIP Water Line - 570 LF 20" Casing by other than open cut - 200 LF 8" Carrier Pipe — 205 LF TxDOT 8" Concrete Pavement (CRCP) — 390 SY TxDOT Asphalt Pavement Type D — 85 TN Unit H: Sanitary Sewer Improvements 8" PVC Sewer Line — 2,000 LF 8" HDPE by pipe enlargement — 200 LF 4' Manhole — 19 EA 4" Private Service Relocation — 1,425 LF Unit III: Paving Improvements 6" Concrete Pavement — 19,600 SY 7" Concrete Pavement — 4,900 SY 6" Concrete Driveway — 16,000 SF 8" Concrete Driveway — 4,060 SF 4" Concrete Sidewalk — 16,800 SF ADA Ramps — 29 EA Unit IIIA (Alternative): I I" Pavement Pulverization—19,299 SY 3" Asphalt Pavement Type D — 19,200 SY 6" Curb & Gutter — 8,740 LF PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised 2/M24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. PREBID CONFERENCE — In -Person and Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time, as well as simultaneously via a web conferencing application: DATE: November 4`h, 2025 (Fort Worth City Hall, 100 Fort Worth Trail, Fort Worth, Texas, Mezzanine, Room CH_MZ03_12) TIME: 1: 30 P.M. Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. Evff. iTl City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. ADVERTISEMENT DATES First Advertisement: October 22, 2025 Second Advertisement: October 29, 2025 END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised 2/M24 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms Page 1 of 9 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://www. fortworthtexas. gov/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4d008O4b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552cO29c6al ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4fc66ff8c36c4cO29d542d4c55 l l4c8d 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. OMITTED 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.10. Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification o£ 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right- of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the FRIDAY prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. 1310 IZII OM Dra l 11130 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104316 Revised/Updated September 1, 2025 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) https://www.ethics.state.tx.us/data/forms/conflict/CIS.pdf ❑ CIQ Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary LX CIS Form is being provided to the City Secretary BIDDER: McClendon Construction Company Inc PO Box 999 Burleson, TX 76097 END OF SECTION By: Dan McClendon Signature: Title: President STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 BOND YEAR 3 CONTRACT 15 CITY PROJECT NO. 104316 - Bid proposal Work Book 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: 2022 Bond Year 3 Contract 15 City Project No.: 104316 Units/Sections: Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements Unit 3: Paving Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9119/2025 104316 - 00 41 00 Bid Proposal Workbook - Addendum 1 0041 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Auger Boring - 24-inch diameter casing and less b. Water Distribution, Urban and Renewal, 12-inch diameter and smaller c. Water Transmission, Urban/Renewal, 24-inches and smaller d. Sewer Bypass Pumping, 18-inches and smaller e. Sewer Collection System, Urban/Renewal, 8-inches and smaller f. Sewer Pipe Enlargement, 12-inches and smaller g. CCTV, 8-inches and smaller h. Concrete Paving Construction/Reconstruction (greater than 15,000 square yards) i. Asphalt Paving Con structionlReconstruction (greater than 15,000 sgaure yards) j. Sanitary Sewer Manhole/Structure Interior Lining - Warren Coating k. Sanitary Sewer Manhole/Structure Interior Lining - Chesterton Coating I. Cathodic Protection 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 CD days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9119/2025 104316 - 00 41 00 Bid Proposal Workbook - Addendum 1 0041 00 BID FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements Unit 3: Paving Improvements Unit 3A: Paving Improvements Alternate A (POL) Total 1: Base Bid (Concrete Units 1,2&3) Total 2: with Alternate A (POL Units 1,2,3 VA) 7. Bid Submittal This Bid is submitted on 11/20/2025 Respectf y bmitted, By: (Signature) Dan McClendon (Printed Name) Title: President Company: McClendon Construction Company Inc Address: PO Box 999 Burleson, Texas 76097 State of Incorporation: Texas Email: d_an@mcciendonconstruction.com Phone: 817/295-0066 END OF SECTION $3,696,481.50 $1,426,502.00 $4,664,525.00 $137,118.00 $9,787, 508.50 $9,924,626.50 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: DM Addendum No. 2: DM Addendum No. 3: Addendum No. 4: Corporate Seal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104316 - 00 41 00 Bid Proposal Workbook -Addendum 1 Revised 9/19/2025 c� .0 !c L CL a W w 0. 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UNIT PRICE BID Please enter bid prices in the Bonfire bidtable. 00 42 43 BID PROPOSAL Page 10 of 14 Bidder's Application Project Item Information Bidder's Proposal Unit 1: Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 14 3213.0102 7" Cone Pvmt (Hampton Street 3213 13 SY 4897 $85.50 $418,693.50 15 3305.0111 Valve Box Adjustment (Wall, Johnson, & Hampton Street 3305 14 EA 21 $550.00 $11,550.00 16 3305.0107 Manhole Adjustment, Minor (Wall, Johnson, & Hampton Street 3305 14 EA 10 $700.00 $7,000.00 17 0 17 1.0 101 Construction Staking (Paving) 01 71 23 LS 1 $45,000.00 $45,000.00 18 0241.0100 Remove Sidewalk 0241 13 SF 116051 $5.00 $58,025.00 19 0241.0200 Remove Step 0241 13 SF 15 $13.00 $195.00 20 0241.0300 Remove ADA Ramp 0241 13 EA 5 $200.00 $1,000.00 21 0241.0401 Remove Concrete Drive 0241 13 SF 6952 $5.25 $36,498.00 22 0241.0402 Remove Asphalt Drive 0241 13 SF 1421 $5.00 $7,105.00 23 0241.0600 Remove Wall <4' 0241 13 LF 60 $28.00 $1,680.00 24 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 3183 $11.00 $35,013.00 25 13110.0111 Site Clearing 31 1000 SY 250 $20.00 $5,000,00 26 3110.0102 6"-12" Tree Removal 31 1000 EA 4 $450.00 $1,800.00 27 3110.0103 12"-18" Tree Removal 31 1000 EA 5 $750.00 $3,750.00 28 3110.0104 18"-24" Tree Removal 31 1000 EA 8 $900.00 $7,200.00 29 3110.0105 24" and Larger Tree Removal 31 1000 EA 5 $1,600.00 $8,000.00 30 3125.0101 SWPPP > 1 acre 3125 00 LS 1 $8,600.00 $8,600.00 31 3212.0401 HMAC Transition 3212 16 TN 31 $390.00 $12,090.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 104316 - 00 4100 Bid Proposal Workbook - Addendum 1 f 3 i N U C i m C3 o O H CLL 0 -J Q 0 a N p -� 'a L. •V a M •E W N w rL r 0 W 'D V! � i-• 0. m W CL z M a a a a a a a a a a a a a a a a o a a 0 0 0 0 0 0 0 0 0 0 0 o Q o 0 o Q o 0 o�f000tri000000000vcioo � oLnchac�r`aaatc�aaaac�roaa 0 LO r N_ CD LO r O_ cC Ic CO h CIDr~ o_ M o_ M CO r L6 L() O 00 r r 't M C ) oj f~ � Ln Cfl Lid Cfl v UD ��696s N �dgEl34f?�6F}6`}ff3��Efi� o �C1 0 69 64 a a a 0 a a a O C7 00 0 00 0 0 0 0 0 O CD CD 0 o o 0 Q 00 a a a a a a a Ca rfa000tri�r`000000cotrior- 000 00 r N o o LO Q LO 1-0") CV) 64 Ca Lf) V) 6F} 64 64 6 k 64 64 64 O .:t qL P-1 00 6-} 6r} 6F} Vt M CM M Ce) 64 O cn in O O P 00 O O -- N N lD It O V 00 = MI[,- V") O •� kn N 110 N 01 O d +�.' 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BOX 14498, DES MOINES, IOWA. 50306-3498 Bid Bond PHONE(800) 678-8171 FAX: (515) 243-3854 CONTRACTOR: (Nalne, legal statias and address) McClendon Construction Company, Inc. 548 Memorial Plaza Burleson, TX 76024 OWNER: (Name, legal stcattrs and address) City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Bond Number: NIA SURETY: (Name, legal statrts and principal place of business) Merchants Bonding Company (Mutual) A Corporation 6700 Westown Parkway, West Des Moines, IA 50266 BOND AMOUNT: Five Percent of the Greatest Amount Bid by Principal (5% GABP) PROJECT: (Name, location or address, arid Project number, if 'arr)j) CPN 104316 - 2022 Bond year 3 Contract 15 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, owner or other party shall be considered plural where applicable. The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the laid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractors bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall he deemed incorporated herein. When so furnished; the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 20th day of November, 2025 McClendon C.Qqstruction Company, Inc. (Pr-irrcip :l (s.ctl) (fitle) !?S f 1, Merchants BondiBg Company (Mutual) j( r� Ul t t t R sbij ©�? (satreiy) { al) (6ljmess) Connie Williamson (Title) ison Mik ska, Attorney -in -Fact CON 0657 (2115) Printed in cooperation with American Institute of Architects (AIA). The language in this document conforms exactly to the language used in AIA Document A310-Bid Bond-2010 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. EX BIDDER: McClendon Construction Company Inc PO Box 999 Burleson, TX 76097 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 By: Dan McClendon (Signature) Title: President Date: 11 /20/2025 00 45 11 -1 BIDDERS PREQUALIFICATIONS Pagel of3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 11 date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to berejected. 14 15 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31 st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of aBidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.us/taxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 47 48 49 50 51 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 00 45 11 -2 BIDDERS PREQUALIFICATIONS Page 3 of 1 3. Eligibility for Award of Contract 2 a. The City shall be the sole judge as to a contractor's prequalification. 3 b. The City may reject, suspend, or modify any prequalification for failure by the 4 contractor to demonstrate acceptable financial ability or performance. 5 c. The City will issue a letter as to the status of the prequalification approval. 6 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 7 perform the prequalified work types until the expiration date stated in the letter. 8 10 11 END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 DO 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement 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. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration date Auger Boring - 24-inch Northstar Trenchless diameter casing and less Water Distribution, Urban and Renewal, 12-inch diameter and Gra-Tex Utilities Inc smaller Water Transmission, Urban/Renewal, 24-inches and Gra-Tex Utilities Inc smaller Sewer Bypass Pumping, 18- Rain for Rent inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and Gra-Tex Utilities Inc smaller Sewer Pipe Enlargement, 12- Excel4 inches and smaller CCTV, 8-inches and smaller Kleen Pipe Concrete Paving Construction/Reconstruction McClendon Construction Company, Inc 6/2/2027 (greater than 15,000 square yards) Asphalt Paving Construction/Reconstruction McClendon Construction Company, Inc 6/2/2027 (greater than 15,000 sqaure Ards Sanitary Sewer Manhole/Structure Interior BCAC Lining - Warren Coating Sanitary Sewer Manhole/Structure Interior NIA Lining - Chesterton Coating Cathodic Protection ELK Engineering The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. A=Z� BIDDER; McClendon Construction Company Inc (Signature) PO Box 999 Title: President 8171295-0066 Date: 11 /20/2025 Burleson, Texas 76097 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/19/2025 104316 - 00 41 00 Bid Proposal Workbook - Addendum 1 2 3 4 5 6 7 8 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 39 40 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 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. 104316 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: McClendon Construction Company Inc By: Company PO Box 999 Address Burleson, Texas 76097 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Dan McClendon P ase Print) �I Signature: t/�•�L Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Dan McClendon , known to me to be the person Whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of McClendon Construction Company Inc for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this November , 2025, s� "yp MISTY WEBB .v uoe�,,, Notary Public, State of Texas Comm. Expires 01-09-2026 Notary ID 126838467 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFJCATJON DOCUMENTS Revised July 1, 2011 20th day of 2022 Bond Year 3 Contract 15 City Project No. 104316 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 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page I of I SECTION 00 45 41 SMALL BUSINESS GOAL APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more, the Small Business goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. SMALL BUSINESS GOAL The City's Small Business goal is 30% of the amount bid (if bid alternates are requested, the goal shall be applied to the total bid amount inclusive of any selected alternates). COMPLIANCE Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal through self -performance and/or Small Business subcontracting participation. Small businesses are based on SBA definitions and must be located within the five Fort Worth counties: Tarrant, Denton, Wise, Parker and Johnson. Small businesses shall be certified via one of the following certifying agencies: • North Central Texas Regional Certifying Agency (NCTRCA) • Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) • Women's Business Council — Southwest (WBCS) • Texas Department of Transportation (TxDOT) SUBMITTAL OF REQUIRED DOCUMENTATION The following documents must be submitted with the bid documents at the time of bidding: • Completed Small Business Utilization form • Certificates identifying themselves or subcontractors as Small Businesses FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. 38 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 005243-1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 03/31/2026, is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and McClendon Construction Company, Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documcnts may be the whole or only a part is generally described as follows: 2022 Bond Year 3 Contract 15 CiU Project No. 104316 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Nine Million, Seven Hundred Eighty Seven Thousand, Five Hundred Eight and 501100 Dollars ($9,787,508.50). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 500 calendar days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City six hundredfifty and 00/100 Dollars ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 2 Agreement Page 2 of 6 F.WM M-K411MI I tAT611 a 11Z9111U I OQI V 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance Certification Form (ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. Small Business Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2276 of the Texas Government Code. To the extent that Chapter 2276 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code. To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Parry Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. 7.14 Small Business Utilization. Contractor shall not make any unjustified changes to its small business utilization as presented on the Small Business Utilization Form. Contractor's failure to abide by the commitments presented on the form or intentional and/or knowing misrepresentation of material facts regarding small business utilization shall be disallowed from bidding on future City of Fort Worth public works contracts for a period of time of not less than one year. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: Signature Dan McClendon (Printed Name) President Title PO Box 999 Address Burleson, TX 76097 City/State/Zip 03/20/2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, Tx City of Fort Worth By: Jesica McEachern Assistant City Manager 04/13/2026 Date a„ p; �FORT409�d O f Attest: =d Qa, apynEXaso Jannette Goodall, City Secretary (Seal) M&C: 26-0260 Date: 03/31/2026 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. O4:C-- Christian Cardona (Mar 20, 2026 15:16:27 CDT) Christian Cardona Project Manager Approved as to Form and Legality: WN—V Douglas Black (Apr B, 2026 10:37:06 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: Lauren PrieurDirector, Transportation and Public Works Department CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 (effective September 1, 2025) 0061 t3-I PERFORMANCE BOND Page I oft I SECTION 00 61 13 Bond #101760989 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, McClendon Construction Company, Inc., known as "Principal" herein and 9 Merchants Bonding Company Mutual , a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one I i or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Nine Million, Seven 13 Hundred Eighty Seven Thousand, Five Hundred Eight and 50/100 Dollars ($9,787,508.50), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of 15 which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 31 day of March, 2026, which Contract is hereby referred to and made a part hereof for all 19 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 20 defined by law, in the prosecution of the Work, including any Change Orders, as provided for in 21 said Contract designated as 2022 Bond Year 3 — Contract 15, City Project No. 104316 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 24 perform the Work, including; Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in frill force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH 2022 Bond Year 3 Conwo 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City- Project No. 104316 Revised December 8, 2023 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is trade 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 NHEREO F, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the 31 st day of March 6 12026 . 7 8 9 10 11 12 13 14 l5 lb 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 �41K14 ��1SlRftSeJA Witness as to Surety Donnie wiliamson I'RIIMrCIPAL.: McCle,n on _ onstruction Company, Inc. Signature LName and Title I Address: 548 Memorial Plaza Burleson, SIJLZETY, merchants Bonding Company Mutual BY: Signature Emily Allison Mikeska, Attorney -In -Fact Name and Title Address: P. 0, Box 14498, Des Moines, IA 50306-3498 Telephone Number: 1-515-243-8171 Email Address:emikeska@acrisummm *Note: If signed by an officer of the Surety Company, there must be on file a certified exti-dct 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 2022 Bond Year 3 — Conlraci 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City 1'roJect No. 10431 f Revised December 8, 2023 MERCHANTS% BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, and MERCHANTS NATIONAL INDEMNITY COMPANY, an assumed name of Merchants National Bonding, Inc., (herein collectively called the 'Companies') do hereby make, constitute and appoint, individually, Allyson W Dean; Andrea Rose Crawford; Andrew Gareth Addison; Bryan Kelly Moore; Colin E Conly; Emily Allison Mikeska; Faith Ann Hilty; John R Ward; Patrick Thomas Coyle; Sandra Lee Roney; Thomas Douglas Moore; Troy Russell Key their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) 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. This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the By -Laws adopted by the Board of Directors of the Companies. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." `The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship o obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 2nd day of June 2025 AG Co. .••'•'"`"', .•••."W* MERCHANTS BONDING COMPANY MUTUAL •�ti�p\NG CpMA •• t1...Yq� e�,• : �`O�....,NDF�lj�. MERCHANTS NATIONAL BONDING, (MUTUAL) ) �y 40(tPORq� 9y� �q;�pEZpQRq�, OZ ' :•�Q;�PV1FOgy�9 y�� : MERCHANTS NATIONAL INDEMNITY COMPANY -o- gyp: :2:2 _o_ a;d- •� ;'t• 1933 �: . �'� 2003 :;7 • 5�; ;a By •'••...••'••• •••••'ft..l.•.�'�'�. ••;v� ����� •• STATE OF IOWA President COUNTY OF DALLAS ss. On this 2nd day of June 2025 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective oards of Directors. 'Ats Penni Miller z Commission Number 787952 • • My Commission Expires 10NA January 20, 2027 (Expiration of notary's commission Notary Public does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF - ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked, In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 31st day of March , 2026 . y : •Q(�PORq qy.� y : •QRPO/pgp • :.rP'P�1FOq,R;� yy� a: ej 1933 rCti: v'•. 2003 .• POA 0018 (5/25) Secretary M.E .CRANT's " BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: Consume rProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) t 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 0061 14- 1 PAY64ENT BOND Page I of 2 SECTION 00 61 14 PAYMENT BOND Bond #101760989 § KNOW ALL BY THESE PRESENTS: § 8 That we, McClendon Construction Company, Inc., known as "Principal' herein, and 9 Merchants Bonding Company Mutual , a corporate sleety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether 1 I one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation 12 created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Nine 13 Million, Seven Hundred Eighty Seven Thousand, Five Hundred Eight and 50/100 Dollars 14 ($9,787,508.50), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 31 day of March, 2026, which Contract is hereby referred to and made a part hereof for all purposes 19 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined 20 by law, in the prosecution of the Work as provided for in said Contract and designated as 2022 21 Baud Year 3 — Contract 15, City Project No. 104316. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in die prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH 2O22 Rond Yew-3— Contract 15 STANDARD CONSTRUCTION SPLCIFICATION DOCUMENT'S City ProjecG,Vo. 104316 Revised December 8, 2023 2 3 4 5 G 7 8 9 10 12 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS NVHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 1gst day of March , 20 26 . ATTEST: ATTEST: NIA (Surety) Secretary ,��wt x�� J 1, a ►ts v n Witness as to Surety Connie Williamson PRINCIPAL: McCle d Construction Compigny, Inc. BY: Signature AAWTitic Address: 548 Memorial Plaza Burleson TX 76028 SURETY: _Merchaatc Rnnrlinn r-nmpany Mutual Emily Allison Mikeska Attorney -In -Fact Name and Title Address: P. 0. Box 14498, Des Moines, IA 50306-3498 Telephone Nu nber: 1-515-243-8171 Email Address: emikeska acrisure.com Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 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. END O1+ SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 8, 2023 2021 Bond rear 3 — Coninsea 13 City Frojec a Na. 104316 MERCHANTS BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, and MERCHANTS NATIONAL INDEMNITY COMPANY, an assumed name of Merchants National Bonding, Inc., (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Allyson W Dean; Andrea Rose Crawford; Andrew Gareth Addison; Bryan Kelly Moore; Colin E Conly; Emily Allison Mikeska; Faith Ann Hilty; John R Ward; Patrick Thomas Coyle; Sandra Lee Roney; Thomas Douglas Moore; Troy Russell Key their true and lawful Attorney(syin-Fact, to sign its name as surety(ies) 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. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the By -Laws adopted by the Board of Directors of the Companies. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the naturethereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or othersuretyship o obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 2nd day of June 2025 .,Q%k, Cp A •• •��.�¢(IONq j'�� •� c�QNA�rNpF�y•• MERCHANTS NATIONAL t30NMERCHANTS BONDING PDING ANY (MUTUAL) :y �EtPOR9�.yA... . C-) 4otiPOR4� Oy 2p• P�\FOR,1,� �yi�• MERCHANTS NATIONAL INDEMNITY COMPANY ,cn,L 9 :3•:a: �• 1933 2003 :;czi • , i�, ;a ;i By STATE OF IOWA President COUNTY OF DALLAS ss. On this 2nd day of June 2025 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY; and that the seals affixed to the foregoing instrument are the Corporate Seats of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective &ards of Directors. �PR`A<s Penn! Miller r z Commission Number 787952 • • My Commission Expires raga. January 20, 2027 CR��� (Expiration of notary s commission Notary Public does not invalidate this instrument) 1, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF - ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 31st day of March , 2026 . •ti�p1NG Cp,A ��,�4T10Nq� •.yALlNp1• �. : 0 ••(IZILPQ9 q • ;•y aPt)q ci 7 v10 ::~ 1933 '.�,, j'. 2003 :,L= •. y�', }; ;sac,;: :,d�•., � •�;' ;�d�., 'aa,• POA 0018 (5125) Secretary MERCHANTSr BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-262-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance, ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) 0061 19- 1 MAINTENANCE BOND Page I or3 I SECTION 00 61 19 2 MAINTENANCE BOND Bond #101760989 3 4 5 THE STATE OF TEXAS § 6 § MOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 9 That we McClendon Construction Company, 1nc., known as "Principal' herein and 9 Merchants Bonding Company Mutual , a corporate surety (sureties, if more than I0 one) duty authorized to do business in the State of Texas, known as "Surety" herein (whether one 1 I or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the taws of the State of Texas, known as "City" herein, in the suns of Nine Million, 13 Seven Hundred Eighty Seven Tbousand, Five Hundred Eight and 50/100 Dollars ($9,787,508.50), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of 15 which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 31 day of March, 2026, which Contract is hereby referred to and a made part hereof for all 20 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 21 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 22 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 23 designated as 2022 Bald Year 3 — Contract 15, Cry Project No. 104316, and 24 25 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 26 accordance with the plans, specifications and Contract Documents that the Work is and will remain 27 free from defects in materials or workmanship for and during the period of two (2) years after the 28 date of Final Acceptance of the Work by the City ("Maintenance Period"); and 29 30 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 31 receiving notice from the City of the need therefor at any time within tine Maintenance Period. 32 CI ] Y OF FOR'l WOR'TII 2022 Bond Year l — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 19, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0061 19-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches, CITY OF FORT WORTH 2O22 [fond Year 3 — Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 104316 Revised Septenibet 19,2025 0061 t9-3 MAINTENANCE BOND Page 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 31 st day of —March 3 , 20 26 s 6 7 8 9 10 11 12 13 14 IS 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 AT T "r;11; (P incipa1) Se retary As'sclpal. ATTEST: NIA {Surety ecretary Wheless as to surely Connie Williamson PR[NCIPAL: McClendon Construction Corn ny, Inc. Sz BY: Signature / �sC Cf� -Na-me a_n&Tidc Address:.--548 Memcw:ial-Razal� SURETY: Merchants Bwdinq Company Mutual St rature Emily Allison Mikeska Attorney- In -Fact Name and Ti(le Address: P. O. Box 14498, Des Moines, IA 50306-3498 Telephone Number:1-515-243-8171 Email Address:ernikeska2acrisure_com *Note: If sighed by an officer of the Surety Compmiy, 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 tnust be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH 2022 Band }ear 3 — Comracl 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project AV 104316 Revised September 19, 2025 MERCHANTS BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, and MERCHANTS NATIONAL INDEMNITY COMPANY, an assumed name of Merchants National Bonding, Inc., (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Allyson W Dean; Andrea Rose Crawford; Andrew Gareth Addison; Bryan Kelly Moore; Colin E Conly; Emily Allison Mikeska; Faith Ann Hilty; John R Ward; Patrick Thomas Coyle; Sandra Lee Roney; Thomas Douglas Moore; Troy Russell Key their true and lawful Attorney(s}in-Fact, to sign its name as surety(ies) 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. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the By -Laws adopted by the Board of Directors of the Companies. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the naturethereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship o obligations of the Company, and such signature and seat when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages andlor final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 2nd day of June 2025 MERCHANTS BONDING • ,0.... • • ,,.,...,•,� ••....•• \NG Co + • ��,.� (IO Nq e •No \0 AL INp4t. •. MERCHANTS NATIONAL BONPDING { INC. (MUTUAL) *' .�04 (LpCR4 AV .;��j ,�4`:40R4�• pZ : �V- -" lfOR,y�9 ;1' : MERCHANTS NATIONAL INDEMNITY COMPANY . h ,A , 1933 ry, s' 2003 'Z •at .n• • SJ . D •iL/ . d�•.Ike By STATE OF IOWA '`••••••••' ••••••• President COUNTY OF DALLAS ss. On this 2nd day of June 2025 before me appeared Larry Taylor, to me personally known, who being by me duty sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective oards of Directors. 'A4s Penni Miller , z Commission Number 787952 • • My Commission Expires 10`NA January 20, 2027 (Expiration of notary's commission Notary Public does not invalidate this instrument) 1, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF - ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked, In Witness Whereof, I have • •p\NG co �y vORP 04 9yc -o- a: . :3' 1933 rC: No :cam. .: `.�., POA 0018 (5125) hereunto set my hand and affixed the seal of the Companies on this 31st day of March , 2026 . • •,.�PI%0Nq�'•. ;410:ORPORq�. p2; •••ONALINp . �P4\fOR,t;�9 =pCj .. � tom. 2003 Secretary M ERC RANT~ S BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www,tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) Flores, Sophia From: Lisa Lawson <Ilawson@merchantsbonding.com> Sent: Friday, March 27, 2026 3:52 PM To: Flores, Sophia Subject: RE: Verification of Bond# 101760989 This message is from an external organization. This message came from outside your organization. Good Afternoon, Yes, this is a valid bond. The information below is correct. Thankyou, Lisa Lawson I Sr. Contract Underwriting Account Specialist Merchants Bonding CompanyTM street 6700 Westown Parkway, West Des Moines, IA 50266-7754 mailing P.O. Box 14498, Des Moines, IA 50306-3498 direct (515) 558.8765 toll free (800) 678.8171 web www.merchantsbonding.com MERCHANTS BONDING COMPANY COMMON SENSE SURETY SINCE 19330 From: Merchants Bonding Info <Info@merchantsbondinB.onmicrosoft.com> Sent: Tuesday, March 24, 2026 8:20 AM To: Stephanie Gates <sgates@merchantsbondinB.com> Subject: FW: Verification of Bond# 101760989 Believe this is for yours, thanks! From: Flores, Sophia <Sophia.Flores2@fortworthtexas.Bov> Sent: Monday, March 23, 2026 9:02 PM To: Merchants Bonding Info <Info@merchantsbondinB.onmicrosoft.com> Subject: Verification of Bond# 101760989 Report Suspicious CAUTION:This email originated from outside of Merchants Bonding Company. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, The City of Fort Worth requires bond verification before a contract can be executed. We have received the following bonds from McClendon Construction Company, Inc.: Bond # 101760989, in the amount of $9,787,508.50, issued by Merchants Bonding Company Mutual for City Project #104316, 2022 Bond Year 3 — Contract 15. Please confirm that the bonds and corresponding amounts are valid so we can proceed with awarding the contract to McClendon Construction Company, Inc. If this is not the right bond verification address, please provide for Merchants Bonding Company Mutual. Thank you, FORT WORTH Sophia Flores Contract Compliance Specialist Transportation & Public Works Office 817-392-2026 100 Fort Worth Trail, Fort Worth, TX 76102 CONNECT WITH US. © 0 0 O STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 - Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 - Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 - Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 - Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 - Bonds and Insurance............................................................................................................... 5.01 Licensed Sureties and Insurers............................................................................................. 5.02 Performance, Payment, and Maintenance Bonds................................................................. 5.03 Certificates of Insurance....................................................................................................... 5.04 Contractor's Insurance.......................................................................................................... 5.05 Acceptance of Bonds and Insurance; Option to Replace ..................................................... Article 6 - Contractor's Responsibilities ........................ 6.01 Supervision and Superintendence ............... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 .16 .16 .16 .16 .18 .19 ..19 ..19 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification......................................................................................................................... 33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit.............................................................................................................................. 34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 Article 10 - Changes in the Work; Claims; Extra Worlc................................................................................ 38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process............................................................................................................. 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work............................................................................................................. 49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion ....................................... 14.01 Schedule of Values......................................................................... 14.02 Progress Payments......................................................................... 14.03 Contractor's Warranty of Title ...................................................... 14.04 Partial Utilization........................................................................... 14.05 Final Inspection.............................................................................. 14.06 Final Acceptance............................................................................ 14.07 Final Payment................................................................................. 14.08 Final Completion Delayed and Partial Retainage Release ............ 14.09 Waiver of Claims........................................................................... Article 15 - Suspension of Work and Termination ....................................... 15.01 City May Suspend Work............................................................ 15.02 City May Terminate for Cause .................................................. 15.03 City May Terminate For Convenience ...................................... Article 16 - Dispute Resolution ................................................... 16.01 Methods and Procedures .......................................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 .............................. 52 .............................. 52 .............................. 52 .............................. 54 .............................. 55 .............................. 55 .............................. 55 .............................. 56 .............................. 56 .............................. 57 ........................ 57 ........................ 57 ........................ 58 ........................ 60 ............................................ 61 ............................................ 61 Article 17—Miscellaneous .................... 17.01 Giving Notice .................... 17.02 Computation of Times ...... 17.03 Cumulative Remedies ....... 17.04 Survival of Obligations ..... 17.05 Headings ............................ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 .................................................................................... 62 .................................................................................... 62 .................................................................................... 62 .................................................................................... 62 .................................................................................... 63 ti'A 00 72 00 - 1 GENERAL CONDITIONS Pagel of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terns A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third parry is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if- 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but Such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by the small business(es). Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Affadavit. Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 225 8, Texas Government Code related to paying prevailing wage rates on completion of the project. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: htWs://comptroller.texas.gov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Oct of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.0LB, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0I.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 i£ 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TEVIE 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.Q. C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.0l.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and fiarnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City Shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page I of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.L, "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of October 22, 2025: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1— 1301 E Belknap Street A&P Coffey INV LLC TROE 2 — 1105 E Peach Street Omar Ismael Rosales Lozano TROE 3 — 410 Hays Street Tony Smith TROE 4 — 1315 Waterman Street Sprout Properties LP TROE 5 —414 Hampton Street Sukhinder Easher TROE 6 — 1306 Waterman Street Jesse D & Eva M Oca TROE 7 — 415 N Hays Street Jesse Oca TROE 8 — 410 N Hampton Street Joe Basldu TROE 9 — 409 N Hays Street Jesse Oca TROE 10 —1305 E Peach Street Kari Avis & Austin Miller TROE 11 - 1309 E Peach Street PDURAN PROPERTIES LLC TROE 12 — 1311 E Peach Street David Ortiz & Laura Camarillo TROE 13 — 416 N Hampton Street Thomas Vargas TROE 14 — 504 N Hampton Street Julio Hinojos, Jr. TROE 15 — 509 N Hampton Street Jorge Ramirez TROE 16 — 501 N Hampton Street Rogelio Morales TROE 17 — 419 N Hampton Street Rogelio Morales TROE 18 — 415 N Hampton Street Rigoberto Mendez TROE 19 — 518 N Nichols Street Francisco Soto TROE 20 — 512 N Nichols Street FELICITA ZEPEDA REYES FAMILY TROE TRUST 21 — 508 N Nichols Street Norma Viramontes & Serrano Valdespino TROE In the event the City experiences delays with obtaining Temporary Right of Entry (TROE's) necessary for the installation of applicable sanitary sewer mains or laterals, the Contractor shall commence work on other segments of the project that do not require easements and shall hold its unit price for as long as it takes to acquire all TROE's. No compensation shall be made for the delay, if any. SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of October 22, 2025 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT Oncor Various Locations December 2025 P ember 20 Atmos Parr Street and Hampton Street No25v _ The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 A Pavement Core Report No. 63:1931, dated 09/19/2023, prepared by ECS Southwest, LLP a sub - consultant of the City, providing additional information on existing pavement types. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None. (3) Other: None. SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease -policy limit SC-5.04B., "Contractor's Insurance" 5.0413. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 3 Contract 15 Revised September 19, 2025 City Project No. 104316 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injury per person / $500, 000 Bodily Injury per accident / $100, 000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks Union Pacific Railroad and Burlington Northern Santa Fe Railway. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: X Required for this Contract $Confirm Limits with Railroad $Confirm Limits with Railroad Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates (Heavy Highway Construction Project) A copy of the table is also available by accessing the City's website at: https:Happs.fortworthtexas.gov/ProiectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/DivOO — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. S WPPP 2. Street Use Permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. BNSF Pipeline License 2. UPRR Right of Entry Permit 3. TXDOT Utility Permit SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 22, 2025: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None None None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None. None. None. SC-8.01, "Communications to Contractor" TxDOT, Union Pacific Railroad and Burlington Northern Santa Fe Railway SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Christian Cardona or his/her successor pursuant to written notification from the Director of Transportation and Public Works SC-13.03C., "Tests and Inspections" None. SC-16.01C.1, "Methods and Procedures" None. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions SC-5.02 Added notes to reviewer to delete Maintenance Bond if using T specifications 9/19/25 Michael OwenxDOT SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. 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 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. 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 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public orprivate lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 25 00 - 1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS (NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature, as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Remarks Rej ected Date CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 01 31 19-1 PRECONSTRUCTION MEETING Pagel of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 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 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 01 31 19 - 3 PRECONSTRUCTION MEETING 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 9/l/2025 M Owen Deleted Section 1.4 B.5..bb, due to new Small Business Ordinance CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 SECTION 013120 PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Pagel of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held whenrequested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period 1. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 SECTION 01 31 20 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Page] of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2022 Bond Year 3 Contract 15 City Project No. 104316 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2022 Bond Year 3 Contract 15 City Project No. 104316 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2022 Bond Year 3 Contract 15 City Project No. 104316 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project managerthroughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompassesthe 2 entire scope of activities envisioned by the City to properly deliver the work. Whenthe 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the developmentand 14 maintaining a master project schedule for each project. When the City contractsfor 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (design notrequired) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium DurationProject 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their workeffort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work onthe 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a"progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfilltheir 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 0132 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status ofthe 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 0132 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 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 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1. Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number —Project Name —Baseline Example: 101376 North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number —Project Name_YYW-MM Example: 101376 North Montgomery Street HMAC 2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Name _PN_YY YY-MM Example: 101376 North Montgomery Street HMAC_PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 2022 Bond Year 3 Contract 15 City Project No. 104316 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of theirBaseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to thisrequires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 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 013216-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a newactivity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until acceptedby the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXOO-X.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXX XX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 2022 Bond Year 3 Contract 15 City Project No. 104316 013216-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 Activity ID Activi , Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignmentof 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 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 013216-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1. ScheduleFormat The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xls or .xlsx format in compliance with the sample layout (See Specification 01 3216.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format& WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) bythe last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 2022 Bond Year 3 Contract 15 City Project No. 104316 013216-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a Written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format providedin 5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. Thecontent 6 of the Construction Project Schedule Progress Narrative should be concise andcomplete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in theCity's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued bythe 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shallbe 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall beprepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 0132 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 0132 16-10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 -EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3 G. "Schedule Calendar" CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised October 6, 2023 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE—BASELINEEXAMPLE Pagel of5 1 SECTION 013216.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 3 PART 1 - GENERAL 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 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 2022 Bond Year 3 Contract 15 CityProject No. 104316 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE—BASELINEEXAMPLE Page 2 of I x 00 o Q --------- -,----------- - , ------------ ,,------- 0 -- - ,- 0 0 3 o v� o 0 0 0 o 0 o Q rn m "� m m .w•I o V NP F I � I (FIT T FTT O �% m 61 6 b: b. d 6 o co G% ¢ <¢ z¢ z¢ S¢ a a i a O O O � ti ,� o � cS tb r' di- `b � n'. .� d J _ -0 o 0 o . � � o o . o VI+ N m Inc:� N C C C � a y1 V C s V V M� co a z -�L E d cs2E 2 N a U �1 N C[ p, C fi" g N fi" coo i Si i�Il 8�' za IL U 0 y 0 I I I CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE—BASELINEEXAMPLE Page 3 of x 00 c Q -- - -� ------------------------- ------------ -- -- I 0 �w Q o� o � o v� �ti��,� o00 � ������ oo❑000❑©000❑o�oo,�oo � Z � Pa o a o 0 M� mmm mmmmmm mII(� m���� mmm � o ry1p�� N ro z o o❑ o m o o ❑s❑❑ o o Q-3 a i n❑ in ❑❑ d b o a N N d $ A N o U a¢ J •O w O N d d d o ch N cb d� eh cA n N o �� N o o i� o `� `' 0 0 0 o za ry .Fmu B CL ¢ a Q m ❑ m1 � ❑ w r Q m m C O c N � N U U r-F 7♦ s o m �- y- - E o �_ o 0- 0 E y a AYi5 to' m II n ❑ �-' E E m m �. d m E � u�t G �' 4➢6 w CJ O_ C CO CY ro a C� m m m 3 m m m m m 3 m m m m a $ m m m c� LL C) =1 I11 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE—BASELINEEXAMPLE Page 4 of I 'x 00 o c a, o w Q Cl7 ----- w Q o v� ©o'oo 0000ao � Z � Pa o U m r 7 m m z o m •� � 0000�o � � C CL B ¢ a N C C N � N C � y1 V C V V M oLL Ly g o m C s 83 be m my� n U li U U pCC ¢ .1! U m lL U E N ca,p f0 a m i LL III 1 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE—BASELINEEXAMPLE Page 5 of5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Pagel of5 1 SECTION 013216.2 2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE 3 PART 1 - GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 0132 16 Construction Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESSEXAMPLE Page 2 of 5 ------------ 00 ------------ ----------- --- ------ ----------- ----------- ------ ---------- ----------- ----------- -------- LL-=7 - ------------ ----------- I ------------ --------- ------- ----------- --------- ----------- ----------- ------- -------- 0 : ------------ ----------- ------------ ------- ------------------------ ----------- ----------- ----------- ----------- ----------- ----------- ----------- t ----------- F- 0 (Y) ------------ ------------ ---------- : ------- ----------- ---------- : ------------ : --------- ------- -------------- 1------------- ------- I------------ ----------- I — - — ---------- ------- ---------- ----------- - ------ C) g yE "T -z 0 �2 2 �2 �2 �2 �2 �2 < �2 �2 �2 a2 rot . 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A C Inc: LL LL IL 0 z CITY OF FORT WORTH 2022 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESSEXAMPLE Page 3 of 5 00 ----------- ------------ -------------- - ........ ------ ----------- ------ ----------- ----------- ----------- --------- ------- - ----------- ------------ ----------- ---------- -------------- L ----------- -------- L ----------- L ---- ------------------- L ----------- i ---- 0 ----------- ------------ ----------- ----- ----- ----------- ----------- ------------------------ ---- ------ ------- ------ - ----------- L - - ----------------------- - - - - - - - - - - ------- 0 ------------ - ---------- ------- -------------- --------- ------------- - ------- ----------- ---------------- : --------- Q--- -z 6 L L L 6 6 F -. -- S D 0 o 0 0 0 0 Q 0 0 z - - - 4 A, 91 �2 �2 �2 � d d � 6 6 - 6 L 0 0 z8 8 8 8 3 0 0 7, ii 7 t 7 h 3 o L6 J �2 �2 mW w m m22 2 7 7 0 z z 0 0 0 0 z Q uI UJ fn w 0 0 z CIE Fu mu B �2 �2 0 CL r- 0 U U F 7 y 2 E �3 4� I r L o E E: (J 0 wEL- A w-U U O cn Q) I .2 C LL C) =1 I11 CITY OF FORT WORTH 2022 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE—PROGRESSEXAMPLE Page 4 of 00 a --_------ -------- ------ ------------------- Q �a Q 50 Q t�-----------' � W o � $6oN bob ttt g as ^' o - o - v co o a' 0000 0 +_-' O Q) 0 c O c � o u a V V m U. c. - - U L 0 Q � � V o V ro Uij E s Q) a v E y re c C � �o � m m m E rn V m Q CC U C � GO LL 1 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE—PROGRESSEXAMPLE Page 5 of5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised August 13, 2021 0132 16.3 — PROGRESS NARRATIVE Page 1 of 1 SECTION 0132 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A, List of activities cnangecl in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide mitigation actions 1. (insert texthere) 2. (insert texthere) 3. (insert texthere) C. List any actual delays and provide recovery actions 1. (insert texthere) 2. (insert texthere) 3. (insert texthere) City of Fort Worth, Texas 2022 Bond Year 3 Contract 15 Construction Project Schedule Narrative Report for CFW Projects Citv Project No. 104316 Revised August 13, 2021 Page 1 of 1 01 32 33 - 1 PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video l . Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page I of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: [IIG�GZIIIhaI% i 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 % inches x 11 inches. 2. Bind shop drawings and product data sheets together. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 33 00 - 8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 0135 13- 1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL G 91WIIlluluL\11411 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Use of Explosives, Drop Weight, Etc. 12 e. Water Department Notification 13 f. Public Notification Prior to Beginning Construction 14 g. Coordination with United States Army Corps of Engineers 15 h. Coordination within Railroad permits areas 16 i. Dust Control 17 j. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 11, 2022 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Regulatory Requirements 33 a. All Work near High Voltage Lines (more than 600 volts measured between 34 conductors or between a conductor and the ground) shall be in accordance with 35 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 36 2. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 3. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 4. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 11, 2022 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 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 Contract 15 City Project No. 104316 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 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. 1. Coordination within Railroad Permit Areas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 Contract 15 City Project No. 104316 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required, meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 f. Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 J. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13 — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 11, 2022 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 01 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2022 Bond Year 3 Contract 15 City Project No. 104316 0 2 3 4 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FoRT WoRTH� DOE NO. XSXX Project !lame: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 CONTRACTOR 2022 Bond Year 3 Contract 15 City Project No. 104316 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH 2O22 Band Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page I of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work, including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 — Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 2022 Bond Year 3 Contract 15 City Project No. 104316 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 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. Contractor Payment for Construction Water 1) Obtain construction water meter(s) from City for payment of water usage associated with construction water as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 2022 Bond Year 3 Contract 15 City Project No. 104316 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 l D. Temporary Fencing 2 1. Provide and maintain for the duration or construction when required in contract 3 documents 4 E. Dust Control 5 1. Contractor is responsible for maintaining dust control through the duration of the 6 project. 7 a. Contractor remains on -call at all times 8 b. Must respond in a timely manner 9 F. Temporary Protection of Construction 10 1. Contractor or subcontractors are responsible for protecting Work from damage due 11 to weather. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 2022 Bond Year 3 Contract 15 City Project No. 104316 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen 1.1. C. — Referenced 33 04 30 Temporary Water Facilities 1.4. A. 2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 2022 Bond Year 3 Contract 15 City Project No. 104316 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 7113. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit toCity for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORT H 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) canbe used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit isrequired. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 7113. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Divisionto 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removalof permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City'swebsite. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORT H 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORT H 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR 150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY 015813-1 TEMPORARY PROJECT SIGNAGE Pagel of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 0158 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 0158 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included onCity's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 9, 2020 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH 2O22 Band Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 0DIN I1IM91li6TTII0 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control ofpremises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 2 3 PART1- GENERAL 4 1.1 SUMMARY 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 017000-1 MOBILIZATION AND REMOBILIZATION Pagel of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 2022 Bond Year 3 Contract 15 City Project No. 104316 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 c. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 d. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 e. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 f. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised November 22, 2016 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of4 1 2. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 3. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 4. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 L I0 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 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) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 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 l . City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice forLand Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 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. 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 CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 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) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard citytemplate which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRl Shapefile (.shp) CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS 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 producingno 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 3.1.A. 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. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.It is the Contractor's responsibility to maintain all stakes and control data placed bythe City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B.Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at anytime deemed necessary. 2. Checks by City personnel or 3`d party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 101 1XGQMX0jIl[1lL1l CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14,2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 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 Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth 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 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised February 14, 2018 Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers', expand'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Namina Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 T t W CIO m` J W � J d m w o n CL W 1016 EL = 100.0D' _T I— w, u k� W . �5 W is �) L LL � �f ._5_ j Lr �_ J 0 4J J W UJ � < — J C) w CY J r-) m 0 0 C) 0 U C) P #1 N=5000.00 E=5000.00 I Cn W J Li ~ W Cr- Lm h W W C� C) V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 C \\ \± JJ . g G 14 \ ( % \ Q F: < « o £ w/L rw= � � \ � S / �( § \ G (V[0 2 Geeo , , d o/s y w � R wyw + , \ 3 � G y� § _ m- m: \ � - \± � Ld \ L ~ � �� \ \ \ \j a_ © L,§ / / [ \» \ CD Ld G \ \ \ \ z ° \ ( ° 2 § Z4 \5 z < ]+ Ld /§ \ \ [) \\ s » § > §± & o / \' 9= + 2 d z2 ^ tL g Iez� � 0 � y +�2� \ , < -,en \ §\ ) m 6 2{6 LLJ 3 2 \ §\\ � VE Sanitary Sewer Staking o%pc aG Governance Pmc a\empoewspe qe\aN%IDIv%\apDelivery D&o#o171 2 4E01 +%+mmlAsu&p Stakingaandaesdoa Page g&Z2 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 �FR V W W � W Q1fJ {ry C T �r a ei CD � �12'Of55S LJ O t� Example Sanitary Sewer Stakes W r en �j m x LL�m f 5 SS sra--s+ °a c-sue -i c-ate C-Om 3I < [tD- Ch Z rah CD r� Z u} _d r _3+71'aII - C-3m II �,N �a� W oW } Z wra < 7' 0f CL 5 p W Z a- z2 W d G z z z E r} [Zj 69 $x O LQo- L i + Lu O00 x F F z ¢ F z EDo aZ 0 7' SS= Srf-C4OQ t� z C-5m I W t� S5 II � II rA— @�II 'L�- 11--6aa rz 0 f k \ tik l 1 by �� JJI 'I 15 + 54 W LL ti W a k � � W W J ti p w �4 ��¢ L CS rn �9 m mo £r.. W d w+ J d 5l {! �i �L� LL LL L7 haw F� FW F FWDs�Y G !;r W 4 to yk W c—s F 1 to 3 w F W N m a- F 3 f d W 4' m J J _ m 2 C7 6 N J LL � I+ w W � E F W F � d Z sm 6 2 W o O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING BACK C30E FAahr- R.ELW.) POINT # i HLe ELEv.4n[F{ HUB %MTH TACK SACK CF CLIRB FLOYLINE — — EDGE OF PAVEMENT n m m 0 m m 1 z { IDENTIFIES ti1HlL-I 1t ENE,OF THE WING BEING STAKED II INLET STATION } (IF NOTED ON P IDENTIFIES GRADE (T1 1 TO TOP OF CURB 0 G j IDENTIFIES GRADE TO FLOWLINE c7 I NOFLU�_I";Ih�l FEEOUIRELI It -I LIEU OF F'Iljk R;-'O�JTF-C LAII-I LAN S] BACK {SUE FAI3NG R.QW_) PCINT F IQ s� Hue ELEV,4nm c FRONT (SIDE FACING 0 n r f m IDENTIFIES WHICH END OF THE YdNG f BEING STAKED �p 1 T r TJC a ITL c7 I DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED 1CY' - 20' STANDARD DUJBLE 10' - PB.e7 RECESSED IMBLE 10] =3,_67 — — — — — — — — — — I I GAG} OF INLET H I w CII bI ilh{ I FACE OF INLET FA?:E OF INLET EDGE OF PA,44AENT EDCE OF PAVEMENT O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 BACK OF CURS i FLOWLINE --- EDGE OF PAVEMENT VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01—Attachment A —Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING] 0 FRONT 16ENnRE5 END F ��{y \ f N T {SIDE FACING �} POINT OF } elc FRONT TNGENT (SIDE FACING Q IDENTIFIES STAR.T PC S1 (lE FACING J/ PONT OF CURVATURE(/ w 9 m 4 A LA C IIPT7 IDENTIFIE4 OFFSET 13 TO O Tom. . (SIDE FACING R.O.W.) FOLK C CF Ck F,JC TJC O � RFORF✓,OE OFF CUM PrTNT fs� $ � + �C III ` O r u III m II N„FIES GRADE IS b p TO TOP OF 0UF7H NO DRADE ON 0 I 4 HUB ELEVATION + RAPIUS POINIJ -� 1 0 i i`dC! FL;.C,2NRv REQUIRED ' IN LIEU OF F9Nk RAINTEG D47H TOP OF CURB �r PACK OF CURB _r rr FACE OF CURB L FL0WUNE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 P &•_ §§j, 2 % 10.6 a= m[\ R 0 / . [E/ Jr Z � ! 3DNYIS10 16 zNVI m »n a 4�w NC> »C 2 _ y 3r�\` % {Eƒ ) � » Q§ , ' �\� o%pes- G Governance PmeeGT mpoe95pe qe\aN%IDIvR\apDelivery D&o#o171 2I1E01 +%+mmlA Survey Stakingaandaesdoa Page 16 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: ■ • ■ ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. _ CUT + FILL 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 r ass �s io III�p a g a tltltl ga jo O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 O'OQOb - OWL N'CLATON RM STA 0�57.00 - 12'WL (FLOYD DR) STh . 57A pwzo - l2WL (FLDfD IM REWVE R SAYAGE EKIST. gEGYX P,tigp,.IZWATER GATE VAWE & REDUMR I LL14AIFCT TO EX)ST. it WATER a r2X 0TEE BEND f` FORT PAY 2, h IZ X W REDUCER hO OWE VALVE � � h�Y•VFRI.ILFVD MS7-ALL FATSOUD StME STADa�oI- r2WLWL.0 5 - rWL ` V 4^ gd5!/1117663! M-69-9095.B5$D ( f N�5945C781.Sf25 791fo.,2 E•229G3371794 �! E� 17_WG AWVR TEE (p VALVE'7u Aarr I,FxioE VAWE�on?69 � '�+ � sxtucm�w �*' �e � CP. •r3 k' Ra w.Fai wmra 'J ` '14 •X'QiT adsr.N'n R fluA 6V79 /I X6947ri396gGO ��. A d O BLK 6 ELEV LOT 2 xcw wad+ w,v�r vwm t'�i �. NJt�lmm fh N� !Ad h9.• • !d'Nfhrry REaa+WE., y p'J(� fE ]Z91rd I2'WA7ER # �T 5P" �\ b CP. 114 .Xff T ww of }' real •z d x.2 ors ELEV. i'3FL42 �. I4 WW4FiER tj. 4 �<) a B - a r J � T$V •i/ % !,I4W 5aA 4.. PROPOSED a � SAWFARY S SEE SHEET Err.7.&CF VMYEE INSM, LDT A h-OfXVERT.BEND �•+�srarcrtwamy �y Nr.W077.4894 cMrt�wrs Ur / STA. C'OW7-I2'WL LFILTM LM STAD_7m-0 STA[,5w-I2w 1 AYS'TALfx OKFAUf AYSTALI,r h f2l4.a. SOLD SLEEVE r- 04wYER7: BEND h 0 43'VER7: BEND 5i CF A OWATER PME NI65VU55_5w N4594705z_gs5j a1WXECT TO EeISL. 0WATER E-229MMB13 b22963W370 E-2�J09dT36 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\Sp E.W ;j 1 I Q 3Ta5 Clglq N W,FMW h LQT 3 Tim Glg1m Fe W.F tWaYM1 I • W 4 4T.M41J3 �+ 117 SERYN,� WJ CLEAWUT i8 MWderry W � y W : LAYTON RD. W. �. R•'Elm � � c''n _ CO co 2-WAI A� '-L E.t l�Wrne. /Z WATER C7 sae m wrrEa LINE A • L-M54 2V, L-3G54 EX. 85 — anti• arm Y'P Ges �y 5YN m �' a w ms� m ft , v J r W �(,''�,j ACPm' ' �Yi Y J l2G.V REMWE EXIST. • Z J 9•SMLSEIW6R _f - P+wl4 •r�` GSM' JJ ��J JJJ k"}/� •V I Y rh4i STA MVJ& - BSS UNE A • LaT 2 J ilOi da,iaIM W. Fal W.m I Q l v Y! IX15T. STA % T. l7QL--W4 i JJJ REi"L EY15T.S3YH vacr�si6 Fy."s® F f P i JJ CONSTRUCT 5 LF OF O'SS LINE CONT.4'LNASSYH INCLUDZ 1' i LL"NGL9LIAR & YH INSERT � Yr WO ORROS'M PROPROTECTIONI WNIVECT PROP. R•SS' (w) CONNECT PROP. & SS MbE W) TO PROP SSYH. N�'94E8l55252 F.974C15S4�i1 CITY MAP NO. 2018-380,2M fAPSCO PAGE NO.74N. S. T 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 1\01 71 Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING FASTING ELEV. DESCRIPTION 1 6946257,189 2296079.165 726.09 SSMH RIM q-,,7-c, L 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM c0Cv-D1t-, 1�S 4 6946220.582 2296011,025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM I 6 6946190,528 2296022.721 722.325 FH c 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM N CE*-114r� 9 6946003.056 2295933.418 713.652 CO RIM Llc�c Ll 241Z 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM WM 13 6945896.591 2295862.188 708.205 WM RIM n V 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM CCG{V�j� n ES 16 6945835.679 2295799.707 707.774 SSMH RIM r 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM} p 19 6945768.563 2295779.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM D� 22 6945682.21 2295744.22 716.686 WM RIM 1 r 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM C �} Ll � PA ��, 1, 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM 7-D 27 6945519.834 2295619.49 732.689 WM RIM 28 6945417.879 2295580.27 740.522 WM RIM 29 6945455.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740,756 GV RIM -1I Fr-- 31 6945370.688 2295606.793 740.976 GV RIM F6f- 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746,777 CO RIM 35 6945242.289 2295570,715 749.454 WM RIM 36 37 6945233,624 6945206.483 2295544.626 2295529.305 749.59 SSMH RIM 751,058 WM RIM n �� , �-•�' 38 6945142.015 2295557.666 750.853 WM RIM Iv1C� 39 6945113.445 2295520.335 751.971 WM RIM 40 6945049.02 2295527.345 752,257 SSMH RIM iE v¢7 41 6945041.024 2295552.675 751.79 WM RIM 42 6945038.878 2295552.147 751.88 WM RIM S`Y 43 6945006.397 2295518.135 752,615 WM RIM {f 44 6944944.782 2295520.635 752.801 WM RIM 45 G944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 i `--- '---- `----- ----- -'---` ---- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ 9 2 � i s � v � 3 � S ry _ s °i $ 41 E t�9+ _ _ -__-_ ---- —__ Ld. � z - IIII IIIIII IIII IIIIII IIII IIIIII 5 S. _ - Q S I P a cr O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 017423-1 CLEANING Page I of A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 017423-3 CLEANING Page 3 of 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels andother foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Pagel of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 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 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 28 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 CITY OF FORT WORT H 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 0178 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present. 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction ofthe 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limitedto: 29 a. Specified spareparts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Lightbulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation ofall 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative fmds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORT H 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Coordinate with the City Project Representative to complete the following 2 additional forms: 3 a. Final Payment Request 4 b. Statement of Contract Time 5 c. Affidavit of Payment and Release of Liens 6 d. Consent of Surety to Final Payment 7 e. Pipe Report (ifrequired) 8 f. Contractor's Evaluation of City 9 g. Performance Evaluation of Contractor 10 F. Letter of FinalAcceptance 11 1. Upon review and acceptance of Notice of Project Completion and Supporting 12 Documentation, in accordance with General Conditions, City will issue Letterof 13 Final Acceptance and release the Final Payment Request for payment. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 25 W END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to " Clearing ROW" CITY OF FORT WORT H 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 017823-1 OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product byproduct name and other identifying symbols asset forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 —title of section removed CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised December 20, 2012 (1Kai I1130111MIAi9 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 7VR 1910W4XMIN0Mel 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Band Year 3 Contract 13 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised July 1, 2011 31 10 00 -1 SITE CLEARING Page 1 of 6 1 SECTION 31 10 00 2 SITE CLEARING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Replaced paragraph 1.2.A.4.b.1. 12 C. Related Specification Sections include but are not necessarily limited to 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 02 41 13 — Selective Site Demolition 16 4. Section 02 41 14 — Utility Removal/Abandonment 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Site Clearing 20 a. Measurement 21 1) Measurement for this Item shall be by lump sum, square yard, or per acre. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the lump sum, square yard, or per acre price bid for 25 "Site Clearing". 26 c. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of structures and obstructions (unless separate bid 29 item is provided under 02 41 13 "Selective Site Demolition or 02 41 14 30 "Utility Removal/Abandonment"). 31 3) Removal and disposal of trees under 6-inch in diameter when bidding by 32 lump sum or square yard 33 4) Removal of ALL trees when bidding by acre. 34 5) Backfilling of holes 35 6) Clean-up 36 2. Tree Removal (for trees 6-inch or larger in diameter when Site Clearing is bid by 37 lump sum or square yard) 38 a. Measurement 39 1) Measurement for this Item shallbe per each. 40 2) Measurement of diameter for tree removal shall be at standard "Diameter at 41 Breast Height" or DBK where Breast Height shall be 54" above grade. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 3 Contract 15 City Project No. 104316 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 31 1000-2 SITE CLEARING Page 2 of 6 3) b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Removal" for: a) Various diameter ranges c. The price bid shall include: 1) Removal and disposal of tree, including removal of root to a depth at least 2 foot below grade 2) Grading and backfilling of holes 3) Excavation 4) Clean-up 3. Tree Removal and Transplantation a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Transplant" for: a) Various diameter ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Moving tree with truck mounted tree spade 3) Grading and backfilling of holes 4) Replanting tree at temporary location (determined by Contractor) 5) Maintaining tree until Work is completed 6) Replanting tree into original or designated location 7) Excavation 8) Fertilization 9) Mulching 10) Watering 11) Clean-up 12) Warranty period 4. Tree Protection a. Measurement 1) Measurement for this Item shallbe per each as designated on Construction Drawings for protection b. Payment 1) The work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. c. The price bid shall include: 1) Protection of tree utilizing measures designated on Construction Drawings 2) Installation of work of barriers as designated on Construction Drawings 3) Maintenance of protection measures throughout construction completed 4) Replanting tree into original or designated location 5) Excavation 6) Fertilization 7) Mulching 8) Clean-up including removal on constriction completion of protection measures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 3 Contract 15 City Project No. 104316 31 1000-3 SITE CLEARING Page 3 of 6 1 5. 2 1.3 REFERENCES [NOT USED] 3 1.4 ADMINSTRATIVE REQUIREMENTS 4 A. Permits 5 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 6 required by the City's Tree Ordinance. PARD-Forestry details can be found here: 7 Forestry — Welcome to the City of Fort Worth (fortworthtexas.gov). Urban Forestry 8 Compliance's ordinance and requirements are within Zoning and can be found here: 9 Zoning — Welcome to the City of Fort Worth (fortworthtexas.gov). 10 B. Preinstallation Meetings 11 1. Hold a preliminary site clearing meeting and include the Contractor, City Forester 12 (if City owned tree) or representative of Urban Forestry if privately owned trees), 13 City Inspector, and the Project Manager forthe purpose of reviewing the 14 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 15 prior to the meeting. 16 2. The Contractor will provide the City with a Disposal Letter in accordance to 17 Division 01. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION 31 A. All trees identified to be protected and/or preserved should be clearly flagged with 32 survey tape as per Construction Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 3 Contract 15 City Project No. 104316 31 1000-4 SITE CLEARING Page 4 of 6 1 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 2 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 3 saved. 4 3.4 INSTALLATION 5 A. Protection of Trees 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 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. Refer to the Drawings for tree protection details. 2. If the Drawings do not provide tree protection details, protected trees shall be fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with the corners located on the canopy drip line, unless instructed otherwise. 3. When site conditions do not allow for the T-posts to be installed at the drip line, the T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 '/2 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to form the enclosure. 4. For city -owned trees, PARD-Forestry permission required to install protective fencing inside of canopy dripline (Critical Root Zone). 5. Additional trunk protection (cladding) is required when protective fencing is approved within the Critical Root Zone. 6. Do not park equipment, service equipment, store materials, or disturb the root area under the branches of trees designated for preservation. 7. When shown on the Drawings, treat cuts on trees with an approved tree wound dressing within 30 minutes of making a pruning cut or otherwise causing damage to the tree. 8. Trees and brush shall be mulched on -site. a. Burning as a method of disposal is not allowed. B. Hazardous Materials 1. The Contractor will notify the Engineer immediately if any hazardous or questionable materials not shown on the Drawings are encountered. This includes; but not limited to: a. Floor tiles b. Roof tiles c. Shingles d. Siding e. Utility piping 2. The testing, removal, and disposal of hazardous materials will be in accordance with Division 1. C. Site Clearing 1. Clear areas shown on the Drawings of all obstructions, except those landscape features that are to be preserved. Such obstructions include, but are not limited to: a. Remains of buildings and other structures b. Foundations c. Floor slabs d. Concrete e. Brick f. Lumber CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 3 Contract 15 City Project No. 104316 31 10 00 -5 SITE CLEARING Page 5 of 6 1 g. Plaster 2 h. Septic tank drain fields 3 i. Abandoned utility pipes or conduits 4 j. Equipment 5 k. Trees 6 1. Fences 7 m. Retaining walls 8 n. Other items as specified on the Drawings 9 2. Remove vegetation and other landscape features not designated for preservation, 10 whether above or below ground, including, but not limited to: 11 a. Curb and gutter 12 b. Driveways 13 c. Paved parking areas 14 d. Miscellaneous stone 15 e. Sidewalks 16 f. Drainage structures 17 g. Manholes 18 h. Inlets 19 i. Abandoned railroad tracks 20 j. Scrap iron 21 k. Other debris 22 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 23 maintain traffic and drainage in accordance with Section 02 41 14. 24 4. In areas receiving embankment, remove obstructions not designated for 25 preservation to 2 feet below natural ground. 26 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 27 6. In all other areas, remove obstructions to 1 foot below natural ground. 28 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 29 off to ground level. 30 a. Removal of existing structures shall be as per Section 02 41 13. 31 D. Disposal 32 1. Dispose of all trees within 24 hours of removal at an approved off -site facility. 33 2. All materials and debris removed becomes the property of the Contractor, unless 34 otherwise stated on the Drawings. 35 3. The Contractor will dispose of material and debris off -site in accordance with local, 36 state, and federal laws and regulations. 37 3.5 REPAIR [NOT USED] 38 3.6 R&INSTALLATION [NOT USED] 39 3.7 FIELD QUALITY CONTROL [NOT USED] 40 3.8 SYSTEM STARTUP [NOT USED] 41 3.9 ADJUSTING [NOT USED] 42 3.10 CLEANING [NOT USED] 43 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH 2O22 Band Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised March 22, 2021 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION 0 31 1000-6 SITE CLEARING Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.A Permits: Removed ordinance number and added City's website address 3/22/2021 M Owen 1.2 Clarified measurement and payment. 1.4. Clarified administrative requirements. 3.4 Clarified additional installation requirements for tree protection and disposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 3 Contract 15 City Project No. 104316 SECTION 32 0129 CONCRETE PAVING REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 320129-1 CONCRETE PAVING REPAIR Pagel of 8 5 A. Section includes: 6 1. Concrete pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any other concrete pavement repair needed during the course of construction 11 e. Full -depth concrete pavement panel replacement 12 f. Concrete Spall repair 13 g. Concrete crack repair 14 B.Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C.Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 18 2. Division 1 - General Requirements 19 3. Section 32 01 18 - Temporary Asphalt Paving Repair 20 4. Section 32 1123 —Flex Base Courses 21 5. Section 32 12 16 - Asphalt Paving 22 6. Section 32 13 13 - Concrete Paving 23 7. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A.Measurement and Payment 26 1. Concrete Pavement Repair 27 a. Measurement 28 1) Measurement for concrete pavement repair including full -depth panel 29 replacement shall be by the square yard of completed and accepted concrete 30 pavement repair for various concrete class and thickness 31 2) Measurement for concrete crack repair shall be by the foot of exterior crack 32 length, injected gallon, square footage for flood coats, or lump sum. 33 3) Measurement for concrete spall repair shall be by the cubic foot of concrete 34 repair material placed. 35 4) Limits of repair for utility cuts will be based on the time of service of the 36 existing pavement as per the Utility Cut Policy. Full -depth panel 37 replacement, spall repair, and crack sealing will be as per the plan details, 38 contract document, or as directed by the City. 39 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 320129-2 CONCRETE PAVING REPAIR Page 2 of 8 1 1) The work performed and materials furnished for concrete pavement repair 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per square yard of concrete pavement repair. This price is full 4 compensation for removal, stockpiling, and disposal of waste material and 5 for equipment, materials, labor, tools, and incidentals. 6 2) The work performed and the materials furnished for concrete spall repair 7 and measured as provided under "Measurement" will be paid for at the unit 8 price bid per cubic foot of concrete repair material placed. This price is full 9 compensation for sawing, chipping, milling, cleaning, abrasive blasting, 10 repairing spalled concrete pavement, disposal of materials, materials, 1 1 equipment, labor, tools, and incidentals. 12 3) The work performed and the materials furnished for concrete crack repair 13 and measured as provided under "Measurement" will be paid for at the unit 14 price bid for the type specified. This price is full compensation for 15 furnishing and installing all repair materials, equipment, labor, and 16 incidentals. 17 c. The price bid shall include: 18 1) The removal, stockpiling, and disposal of waste material 19 2) Shaping and fine grading the placement area 20 3) Furnishing and applying all water required 21 4) Furnishing, loading and unloading, storing, hauling and handling all 22 concrete 23 5) Furnishing, loading and unloading, storing, hauling and handling all base 24 material 25 6) Mixing, placing, finishing and curing all concrete 26 7) Furnishing and installing reinforcing steel 27 8) Furnishing all materials and placing longitudinal, warping, expansion and 28 contraction joints, including all steel dowels, dowel caps and load 29 transmission units required, wire and devices for placing, holding and 30 supporting the steel bar, load transmission units, and joint filler in the 31 proper position; for coating steel bars where required by the Drawings 32 9) Sealing joints 33 10) Monolithically poured curb -and -gutter 34 11) All equipment and machinery that will be applied to the work 35 12) All costs associated with tie bars pullout testing, according to ASTM 36 E488/E488M 37 13) Cleanup 38 1.3 REFERENCES [NOT USED] 39 A.Reference Standards 40 1. Reference standards cited in this Specification refer to the current reference 41 standard published at the time of the latest revision date logged at the end of this 42 Specification, unless a date is specifically cited. 43 2. American concrete Institute (ACI): 44 a. ACI 318 Building Code Requirements for Structural Concrete 45 3. American Society for Testing and Materials (ASTM) 46 a. ASTM C881/ C881M Standard Specification for Epoxy -Resin -Base Bonding 47 System for Concrete CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 320129-3 CONCRETE PAVING REPAIR Page 3 of 8 1 b. ASTM E488/ E488 M Standard Test Methods for Strength of Anchors in 2 Concrete Elements 3 1.4 ADMINISTRATIVE REQUIREMENTS 4 A.Permitting 5 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 6 and Public Works Department in conformance with current ordinances. 7 2. Transportation and Public Works Department will inspect paving repair after 8 construction. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS I 1 A.Concrete Mix Design: submit for approval in accordance with Section 32 13 13. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD CONDITIONS 17 A.Weather Conditions: Place concrete as specified in Section 32 13 13. 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS 20 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 21 2.2 MATERIALS 22 A.Embedment and Backfill: see Section 33 05 10. 23 B.Base material: Concrete base: see Section 32 13 13. 24 C. Concrete: see Section 32 13 13. 25 1. Concrete paving: Class H or Class HES. 26 2. Replace concrete to the specified thickness. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 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 320129-4 CONCRETE PAVING REPAIR Page 4 of 8 tYgIM1hYIAMWK41110tlIM60I 7 A.Preparation 1. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge of one repair to the edge of a second repair. 2. If the cut is to be covered, use steel plates of sufficient strength and thickness to support traffic. a. Construct a transition of hot -mix or cold -mix asphalt from the top of the steel plate to the existing pavement to create a smooth riding surface. 1) Hot -mix or cold -mix asphalt: conform to the requirements of Section 32 12 16. 3. Surface Preparation: mark pavement cut repairs for approval by the City. B.Installation 1. Sawing a. General 1) Saw cut perpendicular to the surface to full pavement depth. 2) Saw cut the edges of pavement and appurtenances damaged subsequent to sawing to remove damaged areas. 3) Such saw cuts shall be parallel to the original saw cut and to neat straight lines. b. Sawing equipment 1) Power -driven 2) Manufactured for the purpose of sawing pavement 3) In good operating condition 4) Shall not spall or facture concrete adjacent to the repair area c. Repairs: In true and straight lines to dimensions shown on the Drawings d. Utility Cuts 1) In a true and straight line on both sides of the trench 2) Minimum of 12 inches outside the trench walls e. Prevent dust and residues from sawing from entering the atmosphere or drainage facilities. 2. Removal a. Use care in removing concrete to be repaired to prevent spalling or fracturing concrete adjacent to the repair area. 3. Base: as specified in Drawings 4. Concrete Paving a. Concrete placement: in accordance with Section 32 13 13. b. Reinforce concrete replacement: as specified in Drawings 38 3.4 FULL -DEPTH CONCRETE PAVEMENT PANEL REPLACEMENT 39 A.Repair limits 40 1. The Contractor shall submit his method of repair to the Project Manager for approval. 41 2. The project manager will use sound engineering judgment to determine the 42 appropriate repair limits. For Jointed Reinforced Concrete Pavement (JRCP), any 43 slab identified for repair must be fully removed and replaced —small, localized 44 repairs are not permitted. However, partial panel replacement may be allowed if the 45 original panel exceeds 20 feet in length. In such cases, the panel may be divided into CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 320129-5 CONCRETE PAVING REPAIR Page 5 of 8 1 two sections, and a transverse dummy joint must be added to ensure that each section 2 does not exceed 15 feet in length. 3 B.Concrete pavement removal 4 3. Provide concrete pavement removal equipment including chipping hammers or 5 hydro -demolition equipment for bulk concrete removal; steel chains, lift pins, and a 6 crane or front-end loader for lifting and loading pavement onto a flatbed or dump 7 truck; a maximum 40-lb. drill with tungsten carbide bits; and an air compressor 8 equipped with oil -removal filters capable of delivering air to clear dust and debris. 9 4. Saw -cut the concrete using diamond -blade saws through the full depth of the 10 concrete slab. Saw -cutting with diamond -blade saws will result in a smooth cut 11 surface with little damage to the surrounding concrete. Carbide -tooth wheel saws can 12 cause damage to the surrounding concrete and are not permitted for saw -cutting for 13 full -depth pavement repairs. The saw -cut concrete panels should be removed, and the 14 concrete placed as quickly as possible. Schedule work so that concrete placement 15 follows full -depth saw -cutting by no more than 7 days unless otherwise approved by 16 the project manager. 17 5. Once the saw -cut for the pavement slab is complete, remove the slab by lifting the 18 slab with a minimum disturbance to the base materials and surrounding concrete. Do 19 not spall or fracture concrete adjacent to the repair area. Saw -cut and remove 20 additional concrete as directed, after slab removal, if distresses are found in the 21 surrounding concrete pavement. Repair damages to concrete pavement caused by the 22 Contractor's operation without additional compensation. The breakup method for 23 removing concrete slabs is not allowed, as it could disturb the base and cause damage 24 to the surrounding concrete. 25 6. Completely remove all loose or damaged base material, ensuring no unstable material 26 remains. Recompact the base to the satisfaction of the project manager or inspector. 27 Before concrete placement, level the base layer using Type A, Grade 1-2 flexible 28 base to match the original grade of the concrete slab or as otherwise directed. 29 C. Base Material 30 7. Provide Type A, Grade 1-2 flexible base material in accordance with City 31 Specification 32 1123, for flexible base repairs. In the areas where base repairs are 32 required, place a minimum of 8 inches of flexible base over a compacted subgrade, 33 unless otherwise directed by the Project Manager. If three or more consecutive 34 concrete panels require replacement, an approved geogrid material may be installed 35 on top of the compacted subgrade prior to placing the flexible base. 36 8. Compact the flexible base materials to a minimum 95% proctor with -2 to +4 of 37 optimum moisture content. Level the base layer with Type A, Grade 1-2 flexible base 38 to the original grade of the concrete slab or as directed before concrete placement. 39 Place concrete directly onto the compacted base layer unless otherwise directed. 40 D.Mix Design 41 1. Obtain approval for the repair hydraulic cement concrete mix design 10 days prior to 42 beginning any repair work. The selection of concrete mix should be based on the time 43 for opening the road to traffic and temperature range during the repair. 44 2. Hydraulic cement concrete mix design. Provide Class HES concrete in accordance 45 with City spec Section 32 13 13, "Concrete Paving", and designed to attain a 46 minimum compressive strength of 3,000 psi within the designated timeframe if the 47 timeframe designated for opening the road to traffic is less than 72 hr. (3-days) after CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 320129-6 CONCRETE PAVING REPAIR Page 6 of 8 1 concrete placement. Otherwise, provide Class H concrete conforming to City spec 2 Section 32 13 13, "Concrete Paving". 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 E. Concrete Pavement 1. Thickness: The new concrete pavement thickness shall match the existing concrete pavement thickness. However, the new concrete pavement shall be constructed with minimum thicknesses of 9 inches for Arterial and Industrial streets, 7 inches for Collector streets, and 6 inches for Residential streets, regardless of the existing pavement thickness. 2. Tic bars: Place tie bars to restore the continuity of the concrete pavement as shown on the details in the contract document. Drill holes into the existing concrete to a minimum depth of 6 inches, unless otherwise directed. Use a drill bit with a diameter 1/8 inch larger than the diameter of the tie bars. Clean each hole thoroughly with a wire brush and compressed air to remove all dust and moisture. Only cartridge or machine applicator epoxy systems are permitted. Apply epoxy in accordance with the manufacturer's instructions. Insert the tip of the epoxy cartridge or machine applicator into the back of the hole and inject Type III, Class C epoxy, ensuring the hole is filled completely. Immediately insert the tie bars into the filled holes. Ensure that the bond strength of the epoxy -grouted tie bars achieves a pullout strength of at least 75% of the tie bar's yield strength, tested in accordance with ASTM E488 and within the epoxy manufacturer's recommended curing time. If the specified pull-out strength is not achieved, increase the embedment depth and retest. Other variables, such as epoxy application and hole cleanout, can also be adjusted to improve pull-out strength. The failure of drilled and epoxied bars to achieve the required pull-out strength is typically due to inadequate filling of the drilled holes with epoxy, rather than the length of embedment. Complete all tie bar testing prior to starting repair work. All activities related to pullout testing and corrective measures shall be at the Contractor's expense. 3. Deformed reinforcing bars: Install new deformed reinforcing steel bars matching the size and spacing specified in the plans or details in the contract document. Comply with ACI 318 for minimum lap of spliced bars where not specified on the Drawings. Provide and place supports to securely hold the new reinforcing steel in place. 4. Dowel bars: Place dowel bars as shown on the details in the contract document or plans for jointly reinforced concrete pavement (JRCP). Provide and place supports to securely hold the dowel bars in place. The spacing between transverse joints shall not exceed 15 feet. 5. After installing the required reinforcing steel, place the concrete directly onto the properly compacted base. Mix, place, cure, and test the concrete according to the City's concrete paving specification, Section 32 13 13 — Concrete Paving. Broom - finish the surface unless otherwise indicated in the plans or details in the contract document. 6. Perform a timely saw -cut at transverse contraction joints for JRCP in accordance with City specification, Section 32 13 13 — Concrete Paving. 7. Clean and seal transverse contraction joints with an approved sealant in accordance with City specification, Section 32 13 13 — Concrete Paving. 8. Ensure the new pavement matches with the grade and alignment of existing concrete pavement. 9. Concrete pavement may be opened to traffic when specified strength is achieved. Unless the pavement is required to be open to traffic within 72 hours, use a standard concrete mix instead of a high -early strength (HES) concrete mix. The use of HES CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 320129-7 CONCRETE PAVING REPAIR Page 7 of 8 i concrete during the summer, when ambient temperatures are high, can result in 2 excessive heat of hydration and premature pavement distress due to thermal cracking. 3 It may also lead to increased drying shrinkage, particularly near the surface. Proper 4 curing of HES mixes is essential to minimize map cracking caused by large 5 temperature gradients and high evaporation rates. 6 3.5 CONCRETE SPALL REPAIR 7 A.Description 8 1. Repair spalling and partial -depth failures in concrete pavement using Type VIII 9 epoxy that meets ASTM C 881 Type I or IV, rapid -set concrete that meets DMS- 10 4655, "Concrete Repair Materials," Type `B.", or approved concrete mix designs 11 B. Spall category 12 1. Spalls are categorized based on severity of damage. Type of repair material and 13 installation procedures differ based on spall category. Spalls are categorized as 14 minor, intermediate, or major based on severity. Spall repair materials and methods 15 differ significantly depending on the spall depth, area, causes, and configurations. 16 Contractor shall use TxDOT procedure to perform spall repair. 17 a. Minor Spalls 18 1) Damage is less than 1 inch deep, and it covers an area less than 12 square 19 inches 20 2) Use epoxy or epoxy mortar that is formulated for concrete repair to repair 21 minor spalls 22 3) Use materials from TxDOT's preapproved list for Type VIII epoxy. 23 Contractors may use other materials only if specifically authorized by the 24 City in writing. 25 b. Intermediate spall 26 1) Use only TxDOT pre -approved materials meeting the requirements of 27 DMS-4655, "Concrete Repair Materials." 28 2) Form -and -pour materials are typically the best option in pavement 29 applications because they can be extended with coarse aggregate, which 30 significantly reduces the potential for shrinkage cracking. 31 c. Major Spall 32 1) Major spalls typically involve deep repairs to members in which capacity 33 has been reduced because of damage and deterioration. The repair is meant 34 to restore the capacity of the damaged concrete. Use approved mix designs 35 to repair major spalls. 36 3.6 CONCRETE CRACK REPAIR 37 A.Repair cracks in concrete pavement by epoxy injection, gravity filling, routing and 38 sealing, or surface sealing. 39 B.Concrete cracks as narrow as 0.002 inches can be injected with epoxy resin. However, it 40 is often difficult to effectively fill cracks that are narrower than 0.005 inches. It is 41 important to use a crack gauge to get accurate readings on crack widths. Contractors shall 42 use TxDOT crack sealing procedures to perform crack repairs. 43 C.Pressure-inject TxDOT Type IX low -viscosity epoxy resin (ASTM C 881 Type IV, 44 Grade 1) into concrete cracks to restore structural integrity of damaged members or to 45 prevent water and chloride infiltration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 320129-8 CONCRETE PAVING REPAIR Page 8 of 8 1 D.Use TxDOT approved Type V or VII concrete epoxy adhesive for sealing the surface of 2 cracks. 3 3.7 REPAIR/RESTORATION [NOT USED] 4 3.8 RE -INSTALLATION [NOT USED] 5 3.9 FIELD QUALITY CONTROL [NOT USED] 6 3.10 SYSTEM STARTUP [NOT USED] 7 3.11 ADJUSTING [NOT USED] 8 3.12 CLEANING [NOT USED] 9 3.13 CLOSEOUT ACTIVITIES [NOT USED] 10 3.14 PROTECTION [NOT USED] 11 3.15 MAINTENANCE [NOT USED 12 3.16 ATTACHMENTS [NOT USED 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A — Modified Items to be included in price bid; Added blue text for clarification 12/20/2012 D. Johnson of repair width on utility trench repair 2.2.C.1— Changed to Class P to Class H 1.2 Update price and payment procedures 1.3 Added reference standards 3.4 Added Full Depth Concrete Pavement Panel Replacement section 6/13/25 M Owen 3.5 Added concrete Spall Repair section 3.6 Added Concrete Crack Repair Section CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 2022 Bond Year 3 Contract 15 City Project No. 104316 SP 34 71 13.01 TRAFFIC CONTROL Pagel of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 'For this Project, the Standard Specification 34 71 13 for Traffic Control (dated 11/22/2013) is amended with respect to the clauses cited below. No other clauses or requirements of this Standard Specification are waived or changed. Delete section 1.1. from Standard Specification 34 71 13 and replace with: 1.1 SUMMARY B. Installation of Traffic Control Devices and preparation of Traffic Control Plans, including moving, replacing, maintaining, cleaning and removing upon completion of the work, all temporary or permanent street closure barricades, signs, cones, lights or other devices required to handle traffic in conformance with the current edition of the Texas Manual of Uniform Traffic Control Devices and as indicated on the Drawings or directed by the Engineer or designated City representative. C. Deviations from this City of Fort Worth Standard Specification 1. As outlined in this Special Provision to Standard Specification 34 71 13. D. Related Specifications Sections include, but are not limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements Delete paragraph 1.2. from Standard Specification 34 71 13 and replace with: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Traffic Control Devices for the project will be measured per month throughout the project duration regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured, as provided under "Measurement," shall be paid for at the unit price bid for "Traffic Control" under each Unit of Work (Water, Sewer, Paving, etc). No additional compensation is made for materials, equipment or labor required for this Item. CITY OF FORT WORTH 2022 Bond Year 3 Contract 15 City Project No. 104316 SP 34 71 13.01 TRAFFIC CONTROL Page 2 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 2) No more than one month may be charged during the same 30 day period of a contract. Projects with multiple crews performing concurrent Units of Work (Water, Sewer, Paving, etc) will be paid for 1 (one) month total, under the contractor's selected unit. The selected unit must have had active work during that period. 3) The months for each Unit of Work will be approximated for bidding and can be adjusted during construction as the work progresses according to the Contractor's schedule. The Contractor's schedule shall reflect the project being complete within the project duration set by the contract. c. The work performed under this Item shall include, but not be limited to: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours d. Traffic Control Plan Changes: 1) Contractor driven changes to the sequencing, resources, or location of traffic control activities do not warrant additional cost for traffic control. 2) City requested changes to the scope or sequencing can be submitted as a change order with supporting documentation for review by the City. 3) During periods of inactivity the contractor must provide supporting documentation that additional traffic control was required based on current site conditions and was present at the site. 2. Portable Changeable Message Board Signs a. Measurement 1) Portable Changeable Message Board Signs for the project shall be measured per week regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign". c. The price bid and work performed under this Item shall include, but not be limited to: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction 3. Preparation of Traffic Control Plan Details a. Measurement 1) Measurement for this Item be per each Traffic Control Detail prepared. CITY OF FORT WORTH 2022 Bond Year 3 Contract 15 City Project No. 104316 SP 34 71 13.01 TRAFFIC CONTROL Page 3 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL b. Payment 1) The work performed and materials furnished in accordance with this Item shall be subsidiary to the unit price bid for "Traffic Control". c. The work performed under this item shall include, but not be limited to: 1) Preparing the Traffic Control Plan Details for closures of 24 hours or longer 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 4) Incorporation of City comments Delete paragraph 1.5.B, D, E and G from Standard Specification 34 71 13 and replace with: 1.5 SUBMITTALS B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 1 Oth Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control Plan sheets of the Drawing set if provided. A copy of the Traffic Control Plan shall be submitted with the Street Use Permit and upon approval uploaded to the City's BIM360 project page as a submittal. D. Contractor shall prepare Traffic Control Plans if required by the Drawings or Specifications. The Contractor will be responsible for having a licensed Texas Professional Engineer sign and seal the Traffic Control Plan sheets. Contractor, at his or her expense, shall prepare and submit for approval Traffic Control Plans where Contractor wishes to deviate from the approved set of Traffic Control plans if provided in the construction documents. E. Lane closures (including moving operations) that require a lane to be closed to through traffic for 24 hours or longer shall require a site -specific traffic control plan. G. Design Engineer will furnish standard details for traffic control. These are guidance and are not sufficient for a site specific traffic control plan for lane closures over 24 hours. Delete paragraph 1.5.G from Standard Specification 34 71 13. Delete paragraph 3.3.K from Standard Specification 34 71 13 and replace with: CITY OF FORT WORTH 2022 Bond Year 3 Contract 15 City Project No. 104316 SP 34 71 13.01 "TRAFFIC CONTROL Page 4 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL MUE IWI K. Contractor shall make arrangements, at his or her expense, for police assistance to direct traffic if traffic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). CITY OF FORT WORTH 2022 Bond Year 3 Contract 15 City Project No. 104316 99 99 00 ADDITIONAL SPECIFICATIONS Page I of 6 SECTION 99 99 00 ADDITIONAL SPECIFICATIONS 9999.0001 Construction Allowance 1. Summary Construction Allowances shall be available to the City to direct the Contractor to perform additional work items relevant to the successful completion of the project, but which are not identified on the plans or covered in the specifications due to unforeseen circumstances. Arbitrary allowance amounts have been placed in the Proposal. This item will not be paid to the Contractor unless a field order is issued. Unanticipated project changes are not limited to the value of this item. Contract changes above the amount described by this allowance may be processed through a change order. 2. Measurement and Payment a. Measurement for additional work covered by the respective Construction Allowances shall be negotiated between the City and the Contractor per each respective item, or group of items if multiple related items are encountered. b. Payment for the work performed and material furnished in accordance with this Item shall be paid for as measured per negotiated item or group of items, at unit price(s) negotiated between the City and the Contractor. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. Payment to the Contractor for this item shall be the actual cost of the negotiated item (substantiated by sub -Contractor / vendor invoices) plus 10% to cover the cost of overhead, profit, bonds, insurance, etc, as required of the Contractor for managing sub -Contractors. 9999.0002 Remove & Replace Type III Barricade Summary The work covered by this item is located as directed on the plans (E Peach Street @ STA 811+01) and shall include proper removal and legal disposal of materials off the site. Removed materials become the property of the Contractor. All materials, procedures, and workmanship shall be in accordance with City of Fort Worth current requirements and specifications. The Contractor shall remove and dispose of the existing Type III Barricade, and furnish and install a new Type III Barricade to as shown in plans. 2. Measurement and Payment a. Measurement for this Item shall be by each assembly of a Type III Barricade removed and installed. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each of Remove & Replace Type III Barricade. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, disposal, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 Revised October 16, 2025 City Project No. 104316 99 99 00 ADDITIONAL SPECIFICATIONS Page 2 of 6 9999.0003 Install Retaining Wall <4' (Private) Summary The work covered by this item shall consist of the construction of cast -in -place concrete retaining walls, less than four (4) feet in exposed height at the locations shown on the plans. Walls may include TxDOT standard cast -in -place, spread -footing retaining walls or equivalent retaining wall systems as approved by the City. Where required to match existing site conditions, fencing or railing shall be provided in conjunction with the wall. All materials, procedures, and workmanship shall be in accordance with current City of Fort Worth requirements and specifications, unless otherwise directed by the City. 2. Measurement and Payment a. Measurement for this Item shall be by the square foot of the exposed front surface of the retaining wall. Unless otherwise shown on the drawings, measurement shall extend from the finished ground line on the face of the exterior wall to the top of the wall, including any required coping. Fencing or railing necessary to match existing conditions shall be subsidiary to this Item and included in unit price bid. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square foot of Install Retaining Wall <4' (Private). Payment shall include all necessary materials, labor, equipment, excavation, backfill, compaction, formwork, reinforcement, concrete placement, curing, fees, taxes, overhead and profit, disposal, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. 9999.0004 Remove & Replace Brick Pavers 1. Summary The work covered by this item shall be located as directed on the plans. Prior to removal, Contractor shall provide digital video of location clearly depicting dimensions, existing conditions, lay patterns, joint details, mortar bed, edge treatments, etc. as required to fully capture the existing conditions and be able to reproduce in -kind. Prior to removal, Contractor and City staff shall meet with property owner to coordinate the intended plan to remove, salvage, and reinstall the stone walk. All materials, procedures, and workmanship shall be in accordance with City of Fort Worth current requirements, specifications and construction details. Workmanship shall be of the highest quality as determined by the Engineer. Remove and salvage materials and protect for installation. Damaged materials to be replaced by Contractor in -kind at no separate pay. 2. Measurement and Payment a. Measurement for this Item shall be by the square foot of Remove & Replace Brick Pavers installed in horizontal dimensions. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square foot of Remove & Replace Brick installed. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, compacted decomposed granite to stabilize setting of stones, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 Revised October 16, 2025 City Project No. 104316 99 99 00 ADDITIONAL SPECIFICATIONS Page 3 of 6 9999.0005 Remove Bollard Summary The work covered by this item is located as directed on the plans (Hays Street @ STA 909+50) and shall include proper removal and legal disposal of materials off the site. Removed materials become the property of the Contractor. All materials, procedures, and workmanship shall be in accordance with City of Fort Worth current requirements and specifications. The Contractor shall remove and dispose of the existing metal bollards. 2. Measurement and Payment a. Measurement for this Item shall be by each metal bollard removed. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each of Remove Bollard. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, disposal, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. 9999.0006 Miscellaneous Utility Adjustment (Irrigation) Summary This item establishes a contract allowance for making necessary irrigation adjustments or repairs required due to the project. An arbitrary allowance amount has been placed in the proposal. However, payment of the proposal amount (whether higher or lower) is not guaranteed. It shall be the Contractor's responsibility to provide the services of a licensed irrigator to make the irrigation adjustments determined necessary by the City. No payment will be made for irrigation adjustments or repairs except those determined to be required by the City. Should the Contractor damage irrigation systems due to negligence, where such systems would not have required adjustment or repair otherwise, the damage shall be repaired and adjusted by the Contractor at the Contractor's expense. Measurement and Payment a. Measurement for additional work covered by the respective Miscellaneous Structure Adjustment -Irrigation shall be negotiated between the City and the Contractor per each respective item, or group of items if multiple related items are encountered. b. Payment for the work performed and material furnished in accordance with this Item shall be paid for as measured per negotiated item or group of items, at unit price(s) negotiated between the City and the Contractor. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. Payment to the Contractor for this item shall be the actual cost of the negotiated item (substantiated by sub -Contractor / vendor invoices) plus 10% to cover the cost of overhead, profit, bonds, insurance, etc, as required of the Contractor for managing sub -Contractors. 9999.0007 Concrete Flume Summary The work covered by this item shall consist of the construction of reinforced concrete flumes of the size, shape, and thickness detailed on the Drawings and at the locations shown on the plans (Hays Street @ STA 909+88). The work shall include excavation, subgrade preparation, formwork, reinforcing steel, placement and finishing of concrete, jointing, curing, backfilling, and restoration of adjacent areas. All materials, procedures, and workmanship shall be in accordance with current City of Fort Worth requirements and specifications, unless otherwise directed by the City. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 Revised October 16, 2025 City Project No. 104316 99 99 00 ADDITIONAL SPECIFICATIONS Page 4 of 6 2. Measurement and Payment a. Measurement for this Item shall be by each Concrete Flume constructed and accepted in place in accordance with the Drawings. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each of Install Concrete Flume. Payment shall include all necessary materials, labor, excavation, subgrade preparation, formwork, reinforcing, concrete placement, curing, jointing, backfill, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. 9999.0008 Concrete Steps 1. Summary The work covered by this item shall consist of the construction of reinforced concrete steps of the configuration detailed on the drawings and at the locations shown on the plans or as directed by the Engineer. The work shall include excavation, subgrade preparation, formwork, reinforcing steel, placement and finishing of concrete, jointing, curing, backfilling, and restoration of adjacent areas. All materials, procedures, and workmanship shall be in accordance with current City of Fort Worth requirements and specifications, unless otherwise directed by the City. 2. Measurement and Payment a. Measurement for this Item shall be by the square foot of horizonal surface area and accepted in place in accordance with the Drawings. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per the square yard of horizontal surface area of Concrete Steps. Payment shall include all necessary materials, labor, excavation, subgrade preparation, formwork, reinforcing, concrete placement, curing, jointing, backfill, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. 9999.0009 Barrier Free Ramp, Type Mod R-1 9999.0010 Barrier Free Ramp, Type Mod M-2 9999.0011 Barrier Free Ramp, Type Mod M-3 9999.0012 Barrier Free Ramp, Type Mod P-1 1. Summary The work covered by items 9999.0009 — 9999.0012 shall be located as directed on the plans (ramp type specified on paving plan & profile sheets) and installed as directed by the City. All materials, procedures, and workmanship shall be in accordance with City of Fort Worth current requirements, specifications, and construction details whether included in the plans or not. 2. Measurement and Payment a. Measurement for this Item shall be by each Barrier Free Ramp, Various Types installed. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each for Barrier Free Ramp, Various Types. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 Revised October 16, 2025 City Project No. 104316 99 99 00 ADDITIONAL SPECIFICATIONS Page 5 of 6 9999.0013 Remove, Salvage, and Relocate or Replace Chain Link Fence 1. Summary The work covered by this item shall be located as directed on the plans and performed as directed by the Engineer. All materials, procedures, and workmanship shall be in accordance with City of Fort Worth current requirements, specifications, and construction details whether included in the plans or not. The Contractor shall either a). remove, salvage and relocate the existing fence system (posts, mesh, barbed wire, etc.) to the location shown on the plans, or b). remove and dispose of the existing fence, and furnish and install a new fence system (posts, mesh, barbed wire, etc.) in the location shown on the plans to match the existing fence system. Prior to removal of the fence system, Contractor and City shall meet with property owner to coordinate removal. 2. Measurement and Payment a. Measurement for this Item shall be by the linear foot of Fence System installed, either through method "a" or "b" described above. Damage to the fence system through method "a" is not cause for measurement for payment for additional materials. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Remove, Salvage, and Relocate, or Replace Chain Link Fence. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective 9999.0014 Relocate Bike Rack Summary The work covered by this item is located as directed on the plans (N Hampton Street @ STA 702+15) and shall include proper removal and legal disposal of materials off the site. Removed materials become the property of the Contractor. All materials, procedures, and workmanship shall be in accordance with City of Fort Worth current requirements and specifications. The Contractor shall remove and dispose of the existing bike rack, and furnish and install a new, equivalent bike rack to the location shown on plans. 2. Measurement and Payment a. Measurement for this Item shall be by each bike rack installed. b. Payment for the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each of Remove & Replace Bike Rack. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, disposal, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. 9999.0015 TxDOT (104-7001) REMOV CONC (PAV) This item shall adhere to 2024 TxDOT Standard Specifications Item 104 — Removing Concrete. 9999.00016 TxDOT (105-7010) RMV (10"-14") TRT/UNTRT BASE & ASPH PA This item shall adhere to 2024 TxDOT Standard Specification Item 105 — Removing Treated and Untreated Base and Asphalt Pavement. 9999.0017 TxDOT (247-7067) FL BS (CMP IN PLC)(TY A GR 1-2) (811) This item shall adhere to 2024 TxDOT Standard Specifications Item 247 — Flexible Base. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 Revised October 16, 2025 City Project No. 104316 99 99 00 ADDITIONAL SPECIFICATIONS Page 6 of 6 9999.0018 TxDOT (341-7043) D-GR HMA TY-D PG64-22 This item shall adhere to 2024 TxDOT Standard Specifications Item 341 — Dense -Graded Hot -Mix Asphalt. 9999.0019 TxDOT (360-7002) CONC PVMT (CROP) (8") This item shall adhere to 2024 TxDOT Standard Specifications Item 360 — Concrete Pavement. 9999.0020 TxDOT (531-7001) CONC SIDEWALKS (4") This item shall adhere to 2024 TxDOT Standard Specifications Item 531 — Sidewalks. 9999.0021 TxDOT (531-7007) CURB RAMPS (TY 3) This item shall adhere to 2024 TxDOT Standard Specifications Item 531 — Sidewalks. 9999.0022 TxDOT (644-7065) RELOCATE SM RD SN SUP&AM TY 1OBWG This item shall adhere to 2024 TxDOT Standard Specifications Item 644 — Small Roadside Sign Assemblies. CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 Revised October 16, 2025 City Project No. 104316 TXDOT STANDARD SPECIFICATIONS Item 104 Removing Concrete Item 105 Removing Treated and Untreated Base and Asphalt Pavement Item 247 Flexible Base Item 341 Dense -Graded Hot -Mix Asphalt Item 360 Concrete Pavement Item 531 Sidewalks Item 644 Small Roadside Sign Assemblies CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 2024 Specifications 104 Item 104 Removing Concrete 1. DESCRIPTION Break, remove, and salvage or dispose of existing hydraulic cement concrete. 2. CONSTRUCTION TM Texas Department of Transportation Remove existing hydraulic cement concrete from locations shown on the plans. Avoid damaging concrete that will remain in place. Saw -cut and remove the existing concrete to neat lines. Replace any concrete damaged by the Contractor at no expense to the Department. Accept ownership and properly dispose of broken concrete in conformance with federal, state, and local regulations unless otherwise shown on the plans. 3. MEASUREMENT Removing concrete pavement, floors, porches, patios, riprap, medians, foundations, sidewalks, driveways, and other appurtenances will be measured by the square yard (regardless of thickness) or by the cubic yard of calculated volume, in its original position. Removing curb, curb and gutter, and concrete traffic barrier will be measured by the foot in its original position. The removal of monolithic concrete curb or dowelled concrete curb will be included in the concrete pavement measurement. Removing retaining walls will be measured by the square yard along the front face from the top of the wall to the top of the footing. This is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2., "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustments of quantities are required. 4. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Removing Concrete" of the type specified. This price is full compensation for breaking the concrete; loading, hauling, and salvaging or disposing of the material; and equipment, labor, tools, and incidentals. Removing retaining wall footings will not be measured or paid for directly but will be subsidiary to this Item. 103 2024 Specifications 105 Item 105 TM Removing Treated and Untreated Texas Department Base and Asphalt Pavement ofTransportation 1. DESCRIPTION Break, remove, and store or dispose of existing asphalt pavement, including surface treatments, and treated or untreated base materials. 2. CONSTRUCTION Break material retained by the Department into pieces not larger than 24 in. unless otherwise shown on the plans. Remove existing asphalt pavement before disturbing stabilized base. Avoid contamination of the asphalt materials and damage to adjacent areas. Repair material damaged by operations outside the designated locations. Stockpile materials designated salvageable at designated sites when shown on the plans or as directed. Prepare stockpile site by removing vegetation and trash and by providing for proper drainage. Material not designated to be salvaged will become the property of the Contractor. When this material is disposed of, do so in conformance with federal, state, and local regulations. 3. MEASUREMENT This Item will be measured by the 100-ft. station along the baseline of each roadbed, by the square yard of existing treated or untreated base and asphalt pavement in their original position, or by the cubic yard of existing treated or untreated base and asphalt pavement in their original position, as calculated by the average end area method or as shown on the plans. Square yard and cubic yard measurement will be established by the widths and depths shown on the plans and the lengths measured in the field. 4. PAYMENT The work performed in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Removing Treated and Untreated Base and Asphalt Pavement" of the depth specified. This price is full compensation for breaking the material, loading, hauling, unloading, and stockpiling or disposing; repair to areas outside designated locations for removal; and equipment, labor, tools, and incidentals. 104 2024 Specifications 247 Item 247 Flexible Base 1. DESCRIPTION Construct a foundation course composed of flexible base. 2. MATERIALS Texas Department of Transportation Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications. Notify the Engineer of the proposed material sources and of changes to material sources. The Engineer may sample and test project materials at any time before compaction throughout the duration of the project to assure specification compliance. 2.1. Aggregate. Furnish aggregate of the type and grade shown on the plans and meeting the requirements shown in Table 1. Each source must meet Table 1 requirements for liquid limit, plasticity index, and wet ball mill for the grade specified. Do not use additives, such as but not limited to lime, cement, or fly ash to modify aggregates to meet the requirements of Table 1, unless shown on the plans. Unless otherwise shown on the plans, the unconfined compressive strength is waived when the flexible base material meets the #200 sieve requirement. When the #200 sieve requirement does not meet the specification in Table 1, the unconfined compressive strength is required. Table 1 Material Requirements Property Test Method Grade 1-23 Grade 3 Grade 4 Grade 5 Master gradation sieve size cumulative % retained Tex-110-E As shown on the plans 2-1/2" 0 0 0 1-3/4" 0-10 0-10 0-5 7/8" 10-35 — 10-35 3/8" 30-65 — 35-65 #4 45-75 45-75 45-75 #40 65-90 50-85 70-90 #20012 85-95 — — Liquid limit, % Max Tex-104-E 40 40 35 Plasticity index, Max Tex-106-E 10 12 10 Plasticity index, Min As shown on the plans As shown on the plans As shown on the plans Wet ball mill, % Max Tex-116-E 40 — 40 Wet ball mill, % Max increase passing the #40 sieve 20 20 Min compressive stren the, psi Tex-117-E lateral pressure 0 psi 35 — — lateral pressure 3 psi — — 90 lateral pressure 15 psi 175 — 175 1. The #200 sieve test is only required to meet the waiver of the unconfined compressive strength requirement. The #200 sieve test requirement is only applicable to stockpile samples from Section 247.2.4. 2. Compressive strength and #200 sieve test requirements are waived when the flexible base is mixed with or without existing material and treated with cement, emulsion, foamed asphalt, or lime, unless otherwise shown on the plans. 3. Grade 3 may be substituted for Grade 1-2 or Grade 5 when the flexible base is mixed with or without existing material and treated with cement, emulsion, foamed asphalt, or lime, as approved. The Grade 3 flexible base must meet the wet ball mill requirements of Grade 1-2 or Grade 5 as applicable. 2024 Specifications 247 2.1.1. Material Tolerances. The Engineer may accept material if no more than one of the five most recent gradation tests has an individual sieve outside the specified limits of the gradation. This allowance does not apply to the #200 sieve requirement. The Engineer may accept material if no more than one of the five most recent liquid limit or plasticity index tests is outside the specified limit. No single failing liquid limit or plasticity index test may exceed the allowable limit by more than 2 percentage points. 2.1.2. Material Types. Do not use fillers or binders unless approved. Furnish the type shown on the plans in accordance with the following. 2.1.2.1. Type A. Crushed stone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source. Do not use gravel or multiple sources. 2.1.2.2. Type B. Crushed or uncrushed gravel. Blending of two or more sources is allowed. 2.1.2.3. Type C. Crushed gravel with a minimum of 60% of the particles retained on a No. 4 sieve with two or more crushed faces as determined in accordance with Tex-460-A, Part I. Blending of two or more sources is allowed. 2.1.2.4. Type D. Type A material or crushed concrete. Crushed concrete containing gravel will be considered Type D material. Crushed concrete must meet the requirements of Section 247.2.1.2.6., "Recycled Material," and be managed in a way to provide for uniform quality. The Engineer may require separate dedicated stockpiles to verify compliance. 2.1.2.5. Type E. Caliche, iron ore, or as otherwise shown on the plans. 2.1.2.6. Recycled Material. Reclaimed asphalt pavement (RAP) and other recycled materials may be used when shown on the plans. Request approval to blend two or more sources of recycled materials. When RAP is allowed, do not exceed 20% RAP by weight, unless otherwise shown on the plans. The percentage limitations for other recycled materials will be as shown on the plans. Provide recycled materials, other than RAP, that have a maximum sulfate content of 3,000 ppm when tested in accordance with Tex-145-E. Certify compliance with DMS-11000, "Evaluating and Using Nonhazardous Recyclable Materials Guidelines." In addition, recycled materials must be free of reinforcing steel and other objectionable material and have at most 1.5% deleterious material when tested in accordance with Tex-413-A. The liquid limit, plasticity index, wet ball mill, and compressive strength for all recycled materials are waived. When using RAP, crush RAP so that 100% passes the 2-in. sieve and does not exceed a maximum percent loss from decantation of 5.0% when tested in accordance with Tex-406-A. Test RAP without removing the asphalt. The final product must meet the requirements shown in Table 1 for the grade specified except when the Department requires a specific amount of Department -furnished RAP be added to the blend, unless otherwise shown on the plans. The Contractor is responsible for uniformly blending the recycled material with the flexible base material to build a stockpile to meet the percentages required. Any Contractor -furnished surplus of recycled materials will remain the property of the Contractor. Remove Contractor -owned recycled materials from the project and dispose of them in accordance with federal, state, and local regulations before project acceptance. 2.2. Water. Furnish water free of industrial wastes and other objectionable matter. 2.3. Material Sources. Expose the vertical faces of all strata of material proposed for use when non-commercial sources are used. Secure and process the material by successive vertical cuts extending through all exposed strata, when directed. 2.4. Stockpile Approval. Stockpile is approved when the Engineer's test results meet the material requirements shown in Table 1. 2024 Specifications 247 2.4.1. Sampling. The Contractor and the Engineer will sample flexible base from completed stockpiles in accordance with Tex-100-E. Personnel conducting sampling must be certified by the Department -approved soils and base certification program. Sampling stockpiles may be located at the production site or at the project location. The Contractor will witness the Engineer's sampling and sample the stockpile for their own testing, and label as deemed necessary. Sample the stockpile for the Engineer when shown on the plans. When the Contractor samples the stockpile for the Engineer, the Engineer must witness the sampling of material designated for the Engineer and the Materials and Tests Division (MTD). The Engineer will label their sampling containers as "Engineer" and "MTD," or as deemed necessary. The Engineer will take immediate possession of the sample containers for the Engineer and MTD. The Engineer will maintain custody of the samples until all testing and reporting are completed. 2.4.2. Referee Testing. Referee testing is applicable for stockpile testing only. MTD is the referee laboratory. MTD may designate a laboratory from the Department's MPL for Commercial Laboratories Approved for Flexible Base Referee Requests as the referee laboratory as deemed necessary. The designated laboratory cannot be performing any testing under this Item for the Engineer or Contractor. The Contractor may request referee testing when the Engineer's test results fail to meet any of the material requirements shown in Table 1 and the Contractor's sample from Section 2.4.1., "Sampling," for the same failing Department test, passes. The tests must be performed by a laboratory listed on the Department's MPL for Commercial Laboratories Approved for Flexible Base Referee Requests. Submit the request by email within 5 working days after receiving failing test results from the Engineer. Include completed test reports passing the applicable requirements shown in Table 1 in the email. Record and submit completed test reports electronically on Department -provided templates in their original format meeting the applicable material requirements shown in Table 1. Use Department -provided templates to record and calculate all test data. The Engineer and the Contractor will provide any available test results to the other party when requested. 3. EQUIPMENT Provide machinery, tools, and equipment necessary for proper execution of the work. 3.1. Rollers. Provide rollers in accordance with Item 210, "Rolling." Provide proof rollers in accordance with Item 216, "Proof Rolling," when required. 3.2. Inertial Profiler. When ride quality measurement is required, provide a high-speed or lightweight inertial profiler certified at the Texas A&M Transportation Institute. Provide equipment certification documentation. Display a current decal on the equipment indicating the certification expiration date. 4. CONSTRUCTION Construct each layer uniformly, free of loose or segregated areas, and with the required density and moisture content. Provide a smooth surface that conforms to the typical sections, lines, and grades shown on the plans or as directed. Stockpile base material temporarily at an approved location before delivery to the roadway. Build stockpiles in layers no greater than 2 ft. thick. Stockpiles must have a total height between 10 and 16 ft. unless otherwise approved. After construction and acceptance of the stockpile in accordance with Section 247.2.4., "Stockpile Approval," loading from the stockpile for delivery is allowed. Load by making successive vertical cuts through the entire depth of the stockpile. 2024 Specifications 247 Do not add or remove material from temporary stockpiles that require sampling and testing before delivery, unless otherwise approved. Charges for additional sampling and testing required as a result of adding or removing material will be deducted from the Contractor's estimates. Haul approved flexible base in clean trucks. Deliver the required quantity to each 100-ft. station or designated stockpile site as shown on the plans. Prepare stockpile sites as directed. When delivery is to the 100-ft. station, manipulate in conformance with the applicable Items. 4.1. Preparation of Subgrade or Existing Base. Remove or scarify existing asphalt concrete pavement in accordance with Item 105, "Removing Treated and Untreated Base and Asphalt Pavement," when shown on the plans or as directed. Shape the subgrade or existing base to conform to the typical sections shown on the plans or as directed. When new base is required to be mixed with existing base, deliver, place, and spread the new flexible base in the required amount per station. Manipulate and thoroughly mix the new base with existing material to provide a uniform mixture to the specified depth before shaping. Proof roll the roadbed in accordance with Item 216 before pulverizing or scarifying when shown on the plans or directed. Correct soft spots as directed. 4.2. Placing. Spread and shape flexible base into a uniform layer using an approved spreader the same day as delivered unless otherwise approved. Construct layers to the thickness shown on the plans. Maintain the shape of the course. Control dust by sprinkling, as directed. Correct or replace segregated areas as directed at no additional expense to the Department. Place successive base courses and finish courses using the same construction methods required for the first course. 4.3. Compaction. Compact using density control unless otherwise shown on the plans. Multiple lifts are permitted when shown on the plans or approved. Bring each layer to the moisture content directed. When necessary, sprinkle the material in accordance with Item 204, "Sprinkling." Maintain moisture during compaction within ±2.0% of the optimum moisture content as determined in accordance with Tex-113-E. Begin rolling longitudinally at the sides and proceed toward the center, overlapping on successive trips by at least 1/2 the width of the roller unit. Begin rolling at the low side and progress toward the high side on superelevated curves. Offset alternating trips of the roller. Operate rollers at a speed between 2 and 6 mph as directed. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish requirements before the next course is placed or the project is accepted. Continue work until specification requirements are met. Perform the work at no additional expense to the Department. Before final acceptance, the Engineer will select the locations of tests and measure the flexible base depth in accordance with Tex-140-E. Correct areas deficient by more than 1/2 in. in thickness by scarifying, adding material as required, reshaping, recompacting, and refinishing at the Contractor's expense. 4.3.1. Ordinary Compaction. Roll using approved compaction equipment as directed. Correct irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or removing approved material as required, reshaping, and recompacting. 4.3.2. Density and Moisture Control. Compact to a minimum of 100% of the maximum dry density and within ±2.0% of the optimum moisture content as determined in accordance with Tex-113-E, unless otherwise shown on the plans. Provide the Engineer with the beginning and ending station numbers of the area completed for testing. The Engineer will determine roadway density and moisture content of completed sections in accordance with Tex-115-E, Part I. The Engineer will determine random locations for testing in accordance with Tex-115-E, Part IV. Do not achieve density by drying the material after compaction. 2024 Specifications 247 When the density is less than 100% of the maximum dry density, the Engineer may perform additional testing to determine the extent of the area to correct. The Engineer may accept the section if no more than one of the five most recent density tests is below the specified density and the failing test is no more than 3 pcf below the specified density. 4.3.3. Miscellaneous and Small Areas. Miscellaneous areas are those that typically involve handwork or discontinuous paving operations, such as temporary detours, driveways, mailbox turnouts, crossovers, gores, spot level -up areas, and other similar areas. Miscellaneous and small areas are not subject to density testing but may be tested as directed. 4.4. Finishing. After completing compaction, clip, skin, or tight -blade the surface using a maintainer or subgrade trimmer to a depth of approximately 114 in. Remove loosened material and dispose of it at an approved location. Seal the clipped surface immediately by rolling using a pneumatic tire roller until a smooth surface is attained. Add small increments of water as needed during rolling. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades as shown on the plans or as directed. Correct grade deviations greater than 114 in. in 16 ft. measured longitudinally. Correct grade deviations greater than 114 in. over the entire width of the cross-section in areas where surfacing is to be placed. Correct by loosening and adding or removing material. Reshape and recompact in accordance with Section 247.4.3., "Compaction." 4.5. Curing. Cure the finished section until the moisture content is at least 2 percentage points below optimum or as directed before applying the next successive course or prime coat. 4.6. Ride Quality. Measurement of ride quality only applies to the final travel lanes that receive a one- or two -course surface treatment for the final riding surface, unless otherwise shown on the plans. Measure the ride quality of the base course either before or after the application of the prime coat, as directed, and before placement of the surface treatment. Use a certified profiler operator listed on the Department's MPL. When requested, furnish the Engineer with documentation for the person certified to operate the profiler. Provide all profile data to the Engineer in electronic data files within 3 days of measuring the ride quality using the format specified in Tex-1001-S. The Engineer will use Department software to evaluate longitudinal profiles to determine areas requiring corrective action. Correct 0.1-mi. sections with an average international roughness index (IRI) value greater than 100 in. per mile to an IRI value of 100 in. per mile or less, unless otherwise shown on the plans. Reprofile and correct sections that fail to maintain ride quality before the placement of the surface treatment, as directed. Unless ride deterioration is due to environmental impact, traffic, or other incidents outside the Contractor's control, perform this work at no additional expense to the Department, as approved. 5. MEASUREMENT Flexible base will be measured as follows. ■ Flexible Base (Complete in Place). The ton, square yard, or any cubic yard method. ■ Flexible Base (Roadway Delivery). The ton or any cubic yard method. ■ Flexible Base (Stockpile Delivery). The ton, cubic yard in vehicle, or cubic yard in stockpile. Measurement by the cubic yard in final position and square yard is a plans quantity measurement. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2., "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustments of quantities are required. Measurement is further defined for payment as follows. 5.1. Cubic Yard in Vehicle. By the cubic yard in vehicles of uniform capacity at the point of delivery. 2024 Specifications 247 5.2. Cubic Yard in Stockpile. By the cubic yard in the final stockpile position, by the method of average end areas, or as shown on the plans. 5.3. Cubic Yard in Final Position. By the cubic yard in the completed and accepted final position. The volume of base course is computed in place by the method of average end areas between the original subgrade or existing base surfaces and the lines, grades, and slopes of the accepted base course, or as shown on the plans. 5.4. Square Yard. By the square yard of surface area in the completed and accepted final position. The surface area of the base course is based on the width of flexible base, or as shown on the plans. 5.5. Ton. By the ton of dry weight in vehicles as delivered. The dry weight is determined by deducting the weight of the moisture in the material at the time of weighing from the gross weight of the material. The Engineer will determine the moisture content in the material in accordance with Tex-103-E from samples taken at the time of weighing. When material is measured in trucks, the weight of the material will be determined on certified scales, or the Contractor must provide a set of standard platform truck scales at an approved location. Scales must meet the requirements of Item 520, "Weighing and Measuring Equipment." ;EVA ,14►II The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for the types of work described below. No additional payment will be made for thickness or width exceeding that shown on the typical section or provided on the plans for cubic yard in the final position or square yard measurement. Sprinkling and rolling, except proof rolling, will not be paid for directly, but will be subsidiary to this Item unless otherwise shown on the plans. When proof rolling is shown on the plans or directed, it will be paid for in accordance with Item 216. Where subgrade is constructed under this Contract, correction of soft spots in the subgrade will be at the Contractor's expense. Where subgrade is not constructed under this Contract, correction of soft spots in the subgrade will be paid in conformance with pertinent Items or in accordance with Article 4.4., "Changes in the Work." 6.1. Flexible Base (Complete in Place). Payment will be made for the type and grade specified. For cubic yard measurement, "In Vehicle," "In Stockpile," or "In Final Position" will be specified. For square yard measurement, a depth will be specified. This price is full compensation for furnishing materials, temporary stockpiling, assistance provided in stockpile sampling and operations to level stockpiles for measurement, loading, hauling, delivery of materials, spreading, blading, mixing, shaping, placing, compacting, reworking, finishing, correcting locations where thickness is deficient, curing, furnishing scales and labor for weighing and measuring, equipment, labor, tools, and incidentals. 6.2. Flexible Base (Roadway Delivery). Payment will be made for the type and grade specified. For cubic yard measurement, "In Vehicle," "In Stockpile," or "In Final Position" will be specified. The unit price bid will not include processing at the roadway. This price is full compensation for furnishing materials, temporary stockpiling, assistance provided in stockpile sampling and operations to level stockpiles for measurement, loading, hauling, delivery of materials, furnishing scales and labor for weighing and measuring, equipment, labor, tools, and incidentals. 6.3. Flexible Base (Stockpile Delivery). Payment will be made for the type and grade specified. For cubic yard measurement, "In Vehicle" or "In Stockpile" will be specified. The unit price bid will not include processing at the roadway. This price is full compensation for furnishing and disposing of materials, preparing the stockpile area, temporary or permanent stockpiling, assistance provided in stockpile sampling and operations to level 2024 Specifications 247 stockpiles for measurement, loading, hauling, delivery of materials to the stockpile, furnishing scales and labor for weighing and measuring, equipment, labor, tools, and incidentals. 2024 Specifications 341 Item 341 ° Dense -Graded Hot -Mix Asphalt ,Texas Department o/ Transportation DESCRIPTION Construct a hot -mix asphalt (HMA) pavement layer composed of a compacted, dense -graded mixture of aggregate, asphalt binder, and additives mixed hot in a mixing plant. Payment adjustments will apply to HMA placed under this Specification unless the HMA is deemed exempt in accordance with Section 341.4.9.4., "Exempt Production." 2. MATERIALS Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications. Notify the Engineer of all material sources and before changing any material source or formulation. The Engineer will verify that the specification requirements are met and document all material source changes when the Contractor makes a source or formulation change. The Engineer may sample and test project materials anytime during the project to verify specification compliance in accordance with Item 6, "Control of Materials." 2.1. Aggregate. Furnish aggregates from sources that conform to the requirements shown in Table 1 and this Section. Aggregate requirements in this Section, including those shown in Table 1, may be modified or eliminated when shown on the plans. Additional aggregate requirements may be specified when shown on the plans. Provide aggregate stockpiles that meet the definitions in this Section for coarse, intermediate, or fine aggregate. Aggregate from reclaimed asphalt pavement (RAP) is not required to meet Table 1 requirements unless otherwise shown on the plans. Supply aggregates that meet the definitions in Tex-100-E for crushed gravel or crushed stone. The Engineer will designate the plant or the quarry as the sampling location. Provide samples from materials produced for the project. The Engineer will establish the Surface Aggregate Classification (SAC) and perform Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. Perform all other aggregate quality tests shown in Table 1. Document all test results in the mixture design report. The Engineer may perform tests on independent or split samples to verify Contractor test results. Stockpile aggregates for each source and type separately. Determine aggregate gradations for mixture design and production testing based on the washed sieve analysis in accordance with Tex-200-F, Part II. 2.1.1. Coarse Aggregate. Coarse aggregate stockpiles must have no more than 20% material passing the No. 8 sieve. Aggregates from sources listed in the Department's Bituminous Rated Source Quality Catalog (BRSQC) are preapproved for use. Use only the rated values for HMA listed in the BRSQC. Rated values for surface treatment (ST) do not apply to coarse aggregate sources used in HMA. For sources not listed in the Department's BRSQC: ■ build an individual stockpile for each material; ■ request the Department test the stockpile for specification compliance; ■ allow 30 calendar days for the Engineer to sample, test, and report results; ■ use only when tested and approved; and ■ once approved, do not add additional material to the stockpile unless otherwise allowed by the Engineer. 1 - 32 2024 Specifications 341 Provide coarse aggregate with at least the minimum SAC shown on the plans. SAC requirements apply only to aggregates used on the surface of travel lanes, unless otherwise shown on the plans. The SAC for sources in the Department's Aggregate Quality Monitoring Program (AQMP) (Tex499-A) is listed in the BRSQC. 2.1.1.1. Blending Class A and Class B Aggregates. Class B aggregate meeting all other requirements shown in Table 1 may be blended with a Class A aggregate to meet requirements for Class A materials, unless otherwise shown on the plans. When blending Class A and Class B aggregates to meet a Class A requirement, ensure that at least 50% by weight, or volume if required, of the material retained on the No. 4 sieve comes from the Class A aggregate source, unless otherwise shown on the plans. Blend by volume if the bulk specific gravities of the Class A and Class B aggregates differ by more than 0.300. Coarse aggregate from RAP and recycled asphalt shingles (RAS) will be considered as Class B aggregate for blending purposes. The Engineer may perform tests anytime during production, when the Contractor blends Class A and Class B aggregates to meet a Class A requirement. The Engineer will use the Department's mix design template, when electing to verify conformance, to calculate the percent of Class A aggregate retained on the No. 4 sieve by inputting the bin percentages shown from readouts in the control room at the time of production and stockpile gradations measured at the time of production. The Engineer may determine the gradations based on either washed or dry sieve analysis from samples obtained from individual aggregate cold feed bins or aggregate stockpiles. The Engineer may perform spot checks to verify the percent of Class A aggregate retained on the No. 4 sieve. The Engineer will use the gradations supplied by the Contractor in the mixture design report as an input for the template. A failing spot check will require confirmation with a stockpile gradation determined by the Engineer. 2.1.1.2. Micro-Deval Abrasion. The Engineer will perform at least one Micro-Deval abrasion test in accordance with Tex-461-A for each coarse aggregate source used in the mixture design that has a rated source soundness magnesium (RSSM) loss value greater than 15 as listed in the BRSQC. The Engineer will perform testing before the start of production and may perform additional testing anytime during production. The Engineer may obtain the coarse aggregate samples from each coarse aggregate source or may require the Contractor to obtain the samples. The Engineer may waive all Micro-Deval testing based on a satisfactory test history of the same aggregate source. The Engineer will estimate the magnesium sulfate soundness loss for each coarse aggregate source, when tested, using the following formula: Mgest. _ (RSSM)(MDact/RSMD) where: Mgest. = magnesium sulfate soundness loss RSSM = rated source soundness magnesium MDact. = actual Micro-Deval percent loss RSMD = rated source Micro-Deval When the estimated magnesium sulfate soundness loss is greater than the maximum magnesium sulfate soundness loss specified, the coarse aggregate source will not be allowed for use unless otherwise approved. The Engineer will consult the Materials and Tests Division, and additional testing may be required before granting approval. 2.1.2. Intermediate Aggregate. Aggregates not meeting the definition of coarse or fine aggregate will be defined as intermediate aggregate. Supply intermediate aggregates, when used, that are free of organic impurities. Supply intermediate aggregate from coarse aggregate sources, when used, that meet the requirements shown in Table 1, unless otherwise approved. Test the stockpile if 10% or more of the stockpile is retained on the No. 4 sieve, and verify that it meets the requirements in Table 1 for crushed face count (Tex-460-A) and flat and elongated particles (Tex-280-F). 2-32 2024 Specifications 341 2.1.3. Fine Aggregate, Fine aggregates consist of manufactured sands, screenings, and field sands. Fine aggregate stockpiles must meet the fine aggregate properties in accordance with Table 1 and the gradation requirements in accordance with Table 2. Supply fine aggregates that are free of organic impurities. The Engineer may test the fine aggregate in accordance with Tex-408-A to verify the material is free of organic impurities. Unless otherwise shown on the plans, at most 10% of the total aggregate may be field sand or other uncrushed fine aggregate. Use fine aggregate, except field sand, from coarse aggregate sources that meet the requirements shown in Table 1, unless otherwise approved. Test the stockpile if 10% or more of the stockpile is retained on the No. 4 sieve and verify that it meets the requirements in Table 1 for crushed face count (Tex-460-A) and flat and elongated particles (Tex-280-F). Table 1 Aggregate Quality Requirements Property Test Method Requirement Coarse Aggregate SAC Tex-499-A AQMP As shown on the plans Deleterious material, %, Max Tex-217-F, Part 1 1.5 Decantation, %, Max Tex-217-F, Part 11 1.5 Micro-Deval abrasion, % Tex-461-A Note' Los Angeles abrasion, %, Max Tex-410-A 40 Magnesium sulfate soundness, 5 cycles, %, Max Tex-411-A 30 Crushed face count,2 %, Min Tex-460-A, Part 1 85 Flat and elongated particles @ 5:1, Max Tex-280-F 10 Fine Aggregate Linear shrinkage, %, Max Tex-107-E 3 Sand equivalent, %, Min Tex-203-F 453 Organic impurities Tex-408-A Note 4 1. Used to estimate the magnesium sulfate soundness loss in accordance with Section 341.2.1.1.2., "Micro- Deval Abrasion." 2. Only applies to crushed gravel. 3. The Department may perform Tex-252-F on fine aggregates not meeting this minimum requirement. Fine aggregates with a methylene blue value of 10.0 mg/g or less may be used. 4. Optional test. Table 2 Gradation Requirements for Fine Aggregate Sieve Size % Passing by Wt. Or Volume 3/8" 100 #8 70-100 #200 0-30 2.2. Mineral Filler. Mineral filler consists of finely divided mineral matter such as agricultural lime, crusher fines, hydrated lime, or fly ash. Mineral filler is allowed unless otherwise shown on the plans. Use no more than 2% hydrated lime or fly ash, unless otherwise shown on the plans. Use no more than 1 % hydrated lime if a substitute binder is used, unless otherwise shown on the plans or allowed. Test all mineral fillers except hydrated lime and fly ash in accordance with Tex-107-E to ensure specification compliance. The plans may require or disallow specific mineral fillers. Provide mineral filler, when used, that: ■ is dry enough, free -flowing, and free of clumps and foreign matter as determined by the Engineer; ■ does not exceed 3% linear shrinkage when tested in accordance with Tex-107-E; and ■ meets the gradation requirements shown in Table 3, unless otherwise shown on the plans. 3-32 2024 Specifications 341 Table 3 Gradation Requirements for Mineral Filler Sieve Size % Passing by Wt. or Volume #8 100 #200 55-100 2.3. Baghouse Fines. Fines collected by the baghouse or other dust -collecting equipment may be reintroduced into the mixing drum. 2.4. Asphalt Binder. Furnish the type and grade of performance -graded (PG) asphalt binder shown on the plans that meets the requirements of Item 300, "Asphalts, Oils, and Emulsions." 2.5. Tack Coat. Furnish CSS-1 H, SS-1 H, EBL, or a PG binder with a minimum high -temperature grade of PG 58 for tack coat binder in accordance with Item 300. Specialized tack coat materials on the MPL for Tracking Resistant Asphalt Interlayer (TRAIL) will be allowed or required when shown on the plans. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use, unless required in conformance with the manufacturer's recommendation for approved TRAIL products on the MPL. 2.6. Additives. Use the type of additive specified when shown on the plans. Use the rate of additive specified in conformance with the manufacturer's recommendation. Additives that facilitate mixing and compaction or improve the quality of the mixture are allowed when approved. Provide the Engineer with documentation such as the bill of lading showing the quantity of additives used in the project unless otherwise directed. 2.6.1. Lime and Liquid Antistripping Agent. Lime or liquid antistripping agent is required when shown on the plans. When lime or a liquid antistripping agent is used, add in accordance with Item 301, "Asphalt Antistripping Agents." Do not add lime directly into the mixing drum of any plant where lime is removed through the exhaust stream unless the plant has a baghouse or dust collection system that reintroduces the lime into the drum. 2.6.2. Warm -Mix Asphalt (WMA). WMA is defined as HMA that is produced within a target temperature discharge range of 2157 and 2757 using approved WMA additives or processes from the MPL. WMA is allowed for use on all projects and is required when shown on the plans. When WMA is required, the maximum placement or target discharge temperature for WMA will be set at a value at or below 275°F. Department -approved WMA additives or processes may be used to facilitate mixing and compaction of HMA produced at target discharge temperatures above 275°F; however, such mixtures will not be defined as WMA. 2.6.3. Compaction Aid. Compaction aid is defined as a Department -approved chemical warm -mix additive, denoted as "chemical additive" on the MPL, that is used to facilitate mixing and compaction of HMA at a discharge temperature greater than 2757. Compaction aid is allowed for use on all projects. Compaction aid is required when shown on the plans or as required in Section 341.4.7.1., "Weather Conditions." Warm -mix foaming processes, denoted as "foaming process" on the MPL, may be used to facilitate mixing and compaction of HMA at target discharge temperatures greater than 2750F; however, warm -mix foaming processes are not defined as a compaction aid. 2.7. Recycled Materials. Use of RAP and RAS is permitted unless otherwise shown on the plans. Use of RAS is restricted to only intermediate and base mixes unless otherwise shown on the plans. Do not exceed the maximum allowable percentages of RAP and RAS in accordance with Table 4. The allowable percentages in accordance with Table 4 may be decreased or increased when shown on the plans. Determine the asphalt binder content and gradation of the RAP and RAS stockpiles for mixture design purposes in accordance with Tex-236-F, Part I. The Engineer may verify the asphalt binder content of the stockpiles anytime during 4-32 2024 Specifications 341 production. Perform other tests on RAP and RAS when shown on the plans. Asphalt binder from RAP and RAS is designated as recycled asphalt binder. Calculate and ensure that the ratio of the recycled asphalt binder to total binder does not exceed the percentages in accordance with Table 5 during mixture design and HMA production when RAP or RAS is used. Use a separate cold feed bin for each stockpile of RAP and RAS during HMA production. Surface, intermediate, and base mixes referenced in Table 4 and Table 5 are defined as follows, unless otherwise shown on the plans. ■ Surface. The final HMA lift placed at the top of the pavement structure. ■ Intermediate. Mixtures placed below an HMA surface mix and less than or equal to 8.0 in. below the riding surface. ■ Base. Mixtures placed greater than 8.0 in. below the riding surface. Unless otherwise shown on the plans, mixtures used for bond breaker are defined as base mixtures. 2.7.1. RAP. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. Fractionated RAP is defined as a stockpile that contains RAP material with at least 95.0% passing the 1/2-in. sieve, before burning in the ignition oven, unless otherwise approved. The Engineer may allow the Contractor to use an alternate to the 1/2-in. screen to fractionate the RAP. Use of Contractor -owned RAP, including HMA plant waste, is permitted unless otherwise shown on the plans. Department -owned RAP stockpiles are available for the Contractor's use when the stockpile locations are shown on the plans. If Department -owned RAP is available for the Contractor's use, the Contractor may use Contractor -owned fractionated RAP and replace it with an equal quantity of Department -owned RAP. Department -owned RAP generated by required work on the Contract is available for the Contractor's use when shown on the plans. Perform any necessary tests to ensure Contractor- or Department -owned RAP is appropriate for use. The Department will not perform any tests or assume any liability for the quality of the Department -owned RAP unless otherwise shown on the plans. The Contractor will retain ownership of RAP generated on the project when shown on the plans. Do not use Department- or Contractor -owned RAP contaminated with dirt or other objectionable materials. Do not use Department- or Contractor -owned RAP if the decantation value exceeds 5% and the plasticity index is greater than 8. Test the stockpiled RAP for decantation in accordance with Tex-406-A, Part I. Determine the plasticity index in accordance with Tex-106-E if the decantation value exceeds 5%. The decantation and plasticity index requirements do not apply to RAP samples with asphalt removed by extraction or ignition. Do not intermingle Contractor -owned RAP stockpiles with Department -owned RAP stockpiles. Remove unused Contractor -owned RAP material from the project site upon completion of the project. Return unused Department -owned RAP to the designated stockpile location. Table 4 Max Allowable Amounts of RAP' Max Allowable Fractionated RAP (%) Surface Intermediate Base 20.0 30.0 35.0 1. Must also meet the recycled binder to total binder ratio shown in Table 5. 2.7.2. RAS. RAS is defined as processed asphalt shingle material from manufacturing of asphalt roofing shingles or from re -roofing residential structures. Post -manufactured RAS is processed manufacturer's shingle scrap byproduct. Post -consumer RAS is processed shingle scrap removed from residential structures. Use of post - manufactured RAS or post -consumer RAS (tear -offs) is not permitted in surface mixtures unless otherwise shown on the plans. RAS may be used in intermediate and base mixtures unless otherwise shown on the plans. Up to 3% RAS may be used separately or as a replacement for fractionated RAP in accordance with Table 4 and Table 5. RAS may be used separately or in conjunction with RAP. Comply with all regulatory requirements stipulated for RAS by TCEQ. 5-32 2024 Specifications 341 Process the RAS by ambient grinding or granulating such that 100% of the particles pass the 3/8-in, sieve when tested in accordance with Tex-200-F, Part I. Perform a sieve analysis on processed RAS material before extraction (or ignition) of the asphalt binder. Add sand meeting the requirements of Table 1 and Table 2, or fine RAP, to RAS stockpiles if needed to keep the processed material workable. Any stockpile that contains RAS will be considered a RAS stockpile and be limited to no more than 3.0% of the HMA mixture in accordance with Table 4. Certify compliance of the RAS with DMS-11000, "Evaluating and Using Nonhazardous Recyclable Materials Guidelines." Treat RAS as an established nonhazardous recyclable material if it has not come into contact with any hazardous materials. Use RAS from shingle sources on the MPL. Remove all materials that are not part of the shingle, such as wood, paper, metal, plastic, and felt paper, before use. Determine the deleterious content of RAS material for mixture design purposes in accordance with Tex-217-F, Part III. Do not use RAS if deleterious materials are more than 0.5% of the stockpiled RAS, unless otherwise approved. Submit a sample for approval before submitting the mixture design. The Department will perform the testing for deleterious material of RAS to determine specification compliance. 2.8. Substitute Binders. No binder substitution will be allowed when shown on the plans. The Contractor may use a substitute PG binder shown in Table 5 instead of the PG binder originally specified, if using recycled materials, and if the substitute PG binder and mixture made with the substitute PG binder meet the following. ■ The substitute binder meets the specification requirements for the substitute binder grade in accordance with Section 300.2.11., "Performance -Graded Binders." ■ The mixture has less than 10.0 mm of rutting on the Hamburg wheel test (Tex-242-F) after the number of passes required for the originally specified binder. Use of substitute PG binders may be allowed only at the discretion of the Engineer if the Hamburg wheel test results are between 10.0 mm and 12.5 mm. Table 5 Allowable PG Binders and Max Recycled Binder Ratios Originally Specified PG Binder Allowable Substitute PG Binder for Surface Mixes Allowable Substitute PG Binder for Intermediate and Base Mixes Maximum Ratio of Recycled Binder' to Total Binder (%) Surface Intermediate Base 76-22 70-22 70-22 15.0 25.0 30.0 70-22 Note 2 64-22 15.0 25.0 30.0 64-22 Note 2 Note 2 15.0 25.0 30.0 76-28 70-28 70-28 15.0 1 25.0 30.0 70-28 Note 2 64-28 15.0 1 25.0 30.0 64-28 Note 2 Note 2 15.0 1 25.0 30.0 1. Combined recycled binder from RAP and RAS. RAS is not permitted in surface mixtures unless otherwise shown on the plans. 2. No binder substitution is allowed. 3. EQUIPMENT Provide required or necessary equipment in accordance with Item 320, "Equipment for Asphalt Concrete Pavement." 4. CONSTRUCTION Produce, haul, place, and compact the specified paving mixture. In addition to tests required in accordance with the Specification, the Contractor may perform other QC tests as necessary. Anytime during the project, the Engineer may perform production and placement tests as necessary in accordance with Item 5, "Control of the Work." Schedule and participate in a mandatory pre -paving meeting with the Engineer on or before the first day of paving unless otherwise shown on the plans. 6-32 2024 Specifications 341 4.1. Certification. Personnel certified by the Department -approved HMA certification program must conduct all mixture designs, sampling, and testing in accordance with Table 6. Supply the Engineer with a list of certified personnel and copies of their current certificates before beginning production and when personnel changes are made. Provide a mixture design developed and signed by a Level 2-certified specialist. Provide Level 1A-certified specialists at the plant during production operations. Provide Level 1 B-certified specialists to conduct placement tests. Provide Level AGG101-certified specialists for aggregate testing. Table 6 Test Methods, Test Responsibility, and Min Certification Levels Test Description Test Method Contractor Engineer Level' Aggregate and Recycle Material Testing Sampling Tex-221-F ✓ ✓ 1A/AGG101 Dry sieve Tex-200-F, Part I ✓ ✓ 1A/AGG101 Washed sieve Tex-200-F, Part II ✓ ✓ 1A/AGG101 Deleterious material Tex-217-F, Part I and Part III ✓ ✓ AGG101 Decantation Tex-217-F, Part II ✓ ✓ AGG101 Los Angeles abrasion Tex-410-A — ✓ Department Magnesium sulfate soundness Tex-411-A — ✓ Department Micro-Deval abrasion Tex-461-A — ✓ AGG101 Crushed face count Tex-460-A ✓ ✓ AGG101 Flat and elongated particles Tex-280-F ✓ ✓ AGG101 Linear shrinkage Tex-107-E ✓ ✓ AGG101 Sandequivalent Tex-203-F ✓ ✓ AGG101 Methylene blue test Tex-252-F — ✓ Department Bulk -specific gravity Tex-201-F ✓ ✓ AGG101 Organic impurities Tex-408-A ✓ ✓ AGG101 Asphalt Binder and Tack Coat Sampling Asphalt binder samplin Tex 500 C, Part II ✓ ✓ 1AI1B Tack coat sampling Tex-500-C, Part III ✓ ✓ 1A/1B Mix Design and Verification Design and job -mix formula (JMF) changes Tex-204-F ✓ ✓ 2 Mixing Tex-205-F ✓ ✓ 2 Molding (Superpave gyratory compactor SGC Tex-241-F ✓ ✓ 1A Laboratory -molded density Tex-207-F, Part I and Part VI ✓ V 1A Rice gravity Tex-227-F, Part 11 ✓ ✓ 1A Ignition oven correction factors2 Tex-236-F, Part 11 ✓ ✓ 1A Indirect tensile strength Tex-226-F ✓ ✓ 1A Hamburg wheel test Tex-242-F ✓ ✓ 1A Witnessing mixing of correction factors Tex-236-F, Part III — ✓ Department Boil test Tex-530-C ✓ ✓ 1A Production Testing Selecting production random numbers Tex-225-F, Part I — ✓ 1A Mixture sampling Tex-222-F ✓ ✓ 1A/1 B Molding SGC Tex-241-F ✓ ✓ 1A Laboratory -molded density Tex-207-F, Part I and Part VI ✓ ✓ 1A Rice gravi Tex-227-F, Part II ✓ ✓ 1A Gradation and asphalt binder content2 Tex-236-F, Part I ✓ ✓ 1A Control charts Tex-233-F ✓ ✓ 1A Moisture content Tex-212-F, Part II ✓ ✓ 1A/AGG101 Hamburg wheel test Tex-242-F ✓ ✓ 1A Micro-Deval abrasion Tex-461-A — ✓ AGG101 Boil test Tex-530-C ✓ ✓ 1A Abson recovery Tex-211-F — ✓ Department 7-32 2024 Specifications 341 Test Description— Test Method Contractor Engineer Level' Placement Testing Selecting placement random numbers Tex-225-F, Part II — ✓ 1 B Trimming roadway cores Tex-251-F, Part I and Part II ✓ ✓ 1A/1B In -place air voids Tex-207-F, Part I and Part VI ✓ ✓ 1A In -place density (nuclear method) Tex-207-F, Part III ✓ — 1 B Establish rolling pattern Tex-207-F, Part IV ✓ — 1 B Control charts Tex-233-F ✓ ✓ 1A Ride qualit measurement Tex-1001-S ✓ ✓ Note3 Se regation densit profile Tex-207-F, Part V ✓ ✓ 1 B Longitudinal joint density Tex-207-F, Part VI ✓ ✓ 1 B Thermal profile Tex-244-F ✓ — 1 B Shear bond strength test Tex-249-F — ✓ Department 1. Levels 1A, 1B, AGG101, and 2 are certification levels provided by the Hot Mix Asphalt Center certification program. 2. Refer to Section 341.4.9.2.3., "Production Testing," for exceptions to using an ignition oven. 3. Profiler and operator are required to be certified at the Texas A&M Transportation Institute facility when surface test Type B is specified. 4.2. Reporting and Responsibilities. Use Department -provided templates to record and calculate all test data, including mixture design, production and placement QC and QA, control charts, thermal profiles, segregation density profiles, and longitudinal joint density. Obtain the current version of the templates from the Department's website or from the Engineer. The Engineer and the Contractor will provide any available test results to the other party when requested. The maximum allowable time for the Contractor and Engineer to exchange test data is as shown in Table 7, unless otherwise approved. The Engineer and the Contractor will immediately report to the other party any test result that requires suspension of production or placement, or a payment adjustment less than 1.000, or that fails to meet the specification requirements. Record and electronically submit all test results and pertinent information on Department -provided templates. Subsequent sublots placed after test results are available to the Contractor, which require suspension of operations, may be considered unauthorized work. Unauthorized work will be accepted or rejected at the discretion of the Engineer in accordance with Article 5.3., "Conformity with Plans, Specifications, and Special Provisions." Table 7 Reporting Schedule Description Reported By Reported To To Be Reported Within Production ualit Control Gradation' Contractor Engineer 1 working day completion of the sublot Asphalt binder content' Laboratory -molded densit 2 Moisture content3 Boil test" Production Q ality Assurance Gradation3 Engineer g Contractor 1 working day of completion of the sublot Asphalt binder content3 Laboratory -molded density' Hamburgwheel tests Boil test4 Binder tests5 8-32 2024 Specifications 341 Descri tion Reported By Reported To To Be Reported Within Placement Quality Control In -place air voidsz Contractor Engineer g 1 working day of completion of Segregation' joint Longitudinal density' the lot Thermal profile' Placement Q ality Assurance In -place air voids' 1 working day after receiving Engineer g Contractor the trimmed cores6 Se re ation3 1 working day of completion of Longitudinal joint densit 3 Thermal profile3 the lot Aging ratios Shear bond strength tests 5 working days after receiving the cores 2 working days of performing Payment adjustment Engineer Contractor all required tests summary and receiving Contractor test data 1. These tests are required on every sublot. 2. Optional test. When performed on split samples, report the results as soon as they become available. 3. To be performed at the frequency shown in Table 16 or as shown on the plans. 4. When shown on the plans. 5. To be reported as soon as the results become available. 6. Two days are allowed if cores cannot be dried to constant weight within 1 day. The Engineer will use the Department -provided template to calculate all payment adjustment factors for the lot. Sublot samples may be discarded after the Engineer and Contractor sign off on the payment adjustment summary documentation for the lot. Use the procedures described in Tex-233-F to plot the results of all QC and QA testing. Update the control charts as soon as test results for each sublot become available. Make the control charts readily accessible at the field laboratory. The Engineer may suspend production for failure to update control charts. 4.3. Quality Control Plan (QCP). Develop and follow the QCP in detail. Obtain approval for changes to the QCP made during the project. The Engineer may suspend operations if the Contractor fails to comply with the QCP. Submit a written QCP before the mandatory pre -paving meeting. Receive approval of the QCP before beginning production. Include the following items in the QCP. 4.3.1. Project Personnel. For project personnel, include: ■ a list of individuals responsible for QC with authority to take corrective action, ■ current contact information for each individual listed, and ■ current copies of certification documents for individuals performing specified QC functions. 4.3.2. Material Delivery and Storage. For material delivery and storage, include: ■ the sequence of material processing, delivery, and minimum quantities to assure continuous plant operations; ■ aggregate stockpiling procedures to avoid contamination and segregation; ■ frequency, type, and timing of aggregate stockpile testing to assure conformance with material requirements before mixture production; and ■ procedure for monitoring the quality and variability of asphalt binder. 9-32 2024 Specifications 341 4.3.3. Production. For production, include: ■ loader operation procedures to avoid contamination in cold bins; ■ procedures for calibrating and controlling cold feeds; ■ procedures to eliminate debris or oversized material; ■ procedures for adding and verifying rates of each applicable mixture component (e.g., aggregate, asphalt binder, RAP, RAS, lime, liquid antistrip, compaction aid, foaming process, and WMA); ■ procedures for reporting job control test results; and ■ procedures to avoid segregation and drain -down in the silo. 4.3.4. Loading and Transporting. For loading and transporting, include: ■ type and application method for release agents, and ■ truck -loading procedures to avoid segregation. 4.3.5. Placement and Compaction. For placement and compaction, include: ■ proposed agenda for mandatory pre -paving meeting, including date and location; ■ proposed paving plan (e.g., production rate, paving widths, joint offsets, and lift thicknesses); ■ type and application method for release agents in the paver and on rollers, shovels, lutes, and other utensils; ■ procedures for the transfer of mixture into the paver while avoiding physical and thermal segregation and preventing material spillage; ■ process to balance production, delivery, paving, and compaction to achieve continuous placement operations and good ride quality; ■ paver operations (e.g., speed, operation of wings, and height of mixture in auger chamber) to avoid physical and thermal segregation and other surface irregularities; and ■ procedures to construct quality longitudinal and transverse joints. 4.4. Mixture Design. 4A.1, Design Requirements. Use the dense -graded design procedure provided in Tex-204-F, unless otherwise shown on the plans. Design the mixture to meet the requirements shown in Tables 1, 2, 3, 4, 5, 8, 9, and 10. Design the mixture using an SGC, and 50 gyrations as the design number of gyrations (Ndesign). Use a target laboratory -molded density of 96.0% to design the mixture; however, adjustments can be made to the Ndesign value as shown in Table 9. The Ndesign level may be reduced to at least 35 gyrations at the Contractor's discretion. Use a Department -approved laboratory on the MPL to perform the Hamburg wheel test and provide results with the mixture design, or provide the laboratory mixture and request that the Department perform the Hamburg wheel test. Upon receiving the sample from the Contractor, the Engineer will be allowed 10 working days to provide the Contractor with Hamburg wheel test results on the laboratory mixture design. The Engineer will provide the mixture design when shown on the plans. The Contractor may submit a new mixture design anytime during the project. The Engineer will verify and approve all mixture designs (JMF1) before the Contractor can begin production. Provide the Engineer with a mixture design report using the Department -provided template. Include the following items in the report: ■ the combined aggregate gradation, source, specific gravity, and percent of each material used; ■ the binder source and optimum design asphalt content; ■ asphalt binder content and aggregate gradation of RAP and RAS stockpiles; ■ the Ndesign level used on the SGC; 10-32 2024 Specifications 341 ■ results of all applicable tests; ■ the mixing and molding temperatures; ■ the signature of the Level 2 person or persons who performed the design; ■ the date the mixture design was performed; and ■ a unique identification number for the mixture design. Table 8 Master Gradation Limits (% Passing by Wt. or Volume) and Void in Mineral Aggre ate (VMA) Re uirements Sieve Size DG-B Fine Base DG-C Coarse Surface DG-D Fine Surface DG-F Fine Mixture 2" — — — — 1-1/2" 100.01 — — — 1" 98.0-100.0 100.0' — — 3/4" 84.0-98.0 95.0-100.0 100.01 — 1/2" — — 98.0-100.0 100.0' 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 98.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 70.0-90.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 38.0-48.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 12.0-27.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 6.0-19.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 2.0-7.0 Design (VMA), % Min — 13.0 1 14.0 15.0 16.0 Production Plant -Produced) (VMA), % Min — 12.5 1 13.5 1 14.5 15.5 1. Defined as Max sieve size. No tolerance allowed. Table 9 Laboratory Mixture Design Properties Mixture Property Test Method Requirement Target laboratory -molded density, % Tex-207-F 96.0 Design gyrations (Ndesign) Tex-241-F 501 Indirect tensile strength(dry), psi Tex-226-F 85-2002 Boil testa Tex-530-C — 1. Adjust within a range of 35-100 gyrations when shown on the plans, in accordance with the specification, or when mutually agreed between the Engineer and Contractor. 2. The Engineer may allow the indirect tensile test strength to exceed 200 psi if the corresponding Hamburg wheel rut depth is >2.5 mm and <12.5 mm. 3. When shown on the plans. Used to establish baseline for comparison to production results. Table 10 Hamburg Wheel Test Requirements High -Temperature Binder Grade Test Method Min # of Passes at 12.5-mm' Rut Depth, Tested at 500C PG 64 or lower Tex-242-F 10,0002 PG 70 15,0003 PG 76 or higher _ 20,000 1. The Hamburg wheel test will have a minimum rut depth of 2.5 mm. 2. May be decreased to at least 5,000 passes when shown on the plans. 3. May be decreased to at least 10,000 passes when shown on the plans. 4.4.2. Job -Mix Formula Approval. The JMF is the combined aggregate gradation, Ndesign level, and target asphalt percentage used to establish target values for hot -mix production. JMF1 is the original laboratory mixture design used to produce the trial batch. When WMA is used, JMF1 may be designed and submitted to the 11 - 32 2024 Specifications 341 Engineer without including the WMA additive, foaming process, or compaction aid. When WMA or a compaction aid is used, document the additive or process used and recommended rate in the JMF1 submittal. The Engineer and the Contractor will verify JMF1 based on plant -produced mixture from the trial batch, unless otherwise approved. The Engineer may accept an existing mixture design previously used on a Department project and may waive the trial batch to verify JMF1. The Department may require the Contractor to reimburse the Department for verification tests if more than two trial batches per design are required. 4.4.2.1. Contractor's Responsibilities. 4.4.2.1.1. Providing Superpave Gyratory Compactor. Provide an SGC in accordance with Item 504, "Field Office and Laboratory," and make the SGC available to the Engineer for use in molding production samples. 4.4.2.1.2. Gyratory Compactor Correlation Factors. Use Tex-206-F, Part II, to perform a gyratory compactor correlation when the Engineer uses a different SGC. Apply the correlation factor to all subsequent production test results. 4.4.2.1.3. Submitting JMF1. Furnish a mix design report (JMF1) with representative samples of all component materials and request approval to produce the trial batch. Provide approximately 25 lb. of the design mixture if opting to have the Department perform the Hamburg wheel test on the laboratory mixture, and request that the Department perform the test. 4.4.2.1.4. Supplying Aggregates. Provide approximately 40 lb. of each aggregate stockpile unless otherwise directed. 4.4.2.1.5. Supplying Asphalt. Provide at least 1 gal. of the asphalt material and enough quantities of any additives proposed for use. 4.4.2.1.6. Ignition Oven Correction Factors. Notify the Engineer before performing Tex-236-F, Part II. Allow the Engineer to witness the mixing of ignition oven correction factor sample. Determine the aggregate and asphalt correction factors from the ignition oven in accordance with Tex-236-F, Part II. If the Engineer witnesses the mixing of the ignition oven correction factor samples, provide the Engineer with identically prepared samples of the mixtures before the trial batch production, including all additives (except water), and blank samples used to determine the correction factors for the ignition oven used for QA testing during production. Correction factors established from a previously approved mixture design may be used for the current mixture design if the mixture design and ignition oven are the same as previously used, unless otherwise directed. Correction factors must be performed every 12 mo. 4.4.2.1.7. Boil Test. When shown on the plans, perform the test and retain the tested sample from Tex-530-C until completion of the project or as directed. Use this sample for comparison purposes during production. 4.4.2.1.8. Trial Batch Production. Provide a plant -produced trial batch upon receiving conditional approval of JMF1 and authorization to produce a trial batch. If applicable, include the WMA additive, foaming process, or compaction aid for verification testing of JMF1 and development of JMF2. Produce a trial batch mixture that meets the requirements shown in Tables 4, 5, and 11. The Engineer may accept test results from recent production of the same mixture instead of a new trial batch. 4.4.2.1.9. Trial Batch Production Equipment. Use only equipment and materials proposed for use on the project to produce the trial batch. 4.4.2.1.10. Trial Batch Quantity. Produce enough quantity of the trial batch to ensure that the mixture meets the specification requirements. 12-32 2024 Specifications 341 4.4.2.1.11. Number of Trial Batches. Produce trial batches as necessary to obtain a mixture that meets the specification requirements. 4.4.2.1.12. Trial Batch Sampling. Obtain a representative sample of the trial batch and split it into three equal portions in accordance with Tex-222-F. Label these portions as "Contractor," "Engineer," and "Referee." Deliver samples to the appropriate laboratory as directed. 4.4.2.1.13. Trial Batch Testing. Test the trial batch to ensure the mixture produced using the proposed JMF1 meets the mixture requirements shown in Table 11. Ensure the trial batch mixture is also in compliance with the Hamburg wheel requirement shown in Table 10. Use a Department -approved laboratory listed on the MPL to perform the Hamburg wheel test on the trial batch mixture, or request that the Department perform the Hamburg wheel test. Provide approximately 25 lb. of the trial batch mixture if opting to have the Department perform the Hamburg wheel test, and request that the Department perform the test. Upon receiving the sample from the Contractor, the Engineer will be allowed 10 working days to provide the Contractor with Hamburg wheel test results on the trial batch. Provide the Engineer with a copy of the trial batch test results. 4.4.2.1.14. Development of JMF2. After the Engineer grants full approval of JMF1, evaluate the trial batch test results, determine the optimum mixture proportions, and submit as JMF2. Adjust the asphalt binder content or gradation to achieve the specified target laboratory -molded density. The asphalt binder content established for JMF2 is not required to be within any tolerance of the optimum asphalt binder content established for JMF1; however, mixture produced using JMF2 must meet the VMA requirements for production shown in Table 8. If the optimum asphalt binder content for JMF2 is more than 0.5% lower than the optimum asphalt binder content for JMF1, the Engineer may perform or require the Contractor to perform Tex-226-F on Lot 1 production to confirm the indirect tensile strength does not exceed 200 psi. Verify that JMF2 meets the mixture requirements shown in Table 4 and Table 5. 4.4.2.1.15. Mixture Production. Use JMF2 to produce Lot 1 in accordance with Section 341.4.9.3.1.1., "Lot 1 Placement," after receiving approval for JMF2 and a passing Hamburg wheel result on the trial batch from a laboratory listed on the MPL. Once JMF2 is approved, and without receiving the results from the Department's Hamburg wheel test on the trial batch, the Contractor may proceed to Lot 1 production at their own risk. Notify the Engineer if electing to proceed without Hamburg wheel test results from the trial batch. Note that the Engineer may require up to the entire sublot of any mixture failing the Hamburg wheel test to be removed and replaced at the Contractor's expense. 4.4.2.1.16. Development of JMF3. Evaluate the test results from Lot 1, determine the optimum mixture proportions, and submit as JMF3 for use in Lot 2. 4.4.2.1.17. JMF Adjustments. If JMF adjustments are necessary to achieve the specified requirements, make the adjustments before beginning a new lot. The adjusted JMF must: ■ be provided to the Engineer in writing before the start of a new lot, ■ be numbered in sequence to the previous JMF, ■ meet the mixture requirements in accordance with Table 4 and Table 5, ■ meet the master gradation limits in accordance with Table 8, and ■ be within the operational tolerances of JMF2 in accordance with Table 11. 4.4.2.1.18, Requesting Referee Testing. Use referee testing, if needed, in accordance with Section 341.4.9.1., "Referee Testing," to resolve testing differences with the Engineer. 13-32 2024 Specifications 341 Table 11 Operational Tolerances Allowable Allowable Difference Allowable Difference Description Test Method Difference Between Between Current Between Contractor JMF2 and JMF1 JMF and JMF22 and m En eer3 9 Target' Individual % retained on #8 sieve and larger Tex 200 F Must Within ±5.04 ±5.0 Individual % retained on sieves smaller than #8 and larger than #200 or Tex 236 F Master Gradation G Limits in Table 8 ±3.04 ±3.0 % passing the #200 sieve ±2.04 ±1.6 Asphalt binder content, % Tex-236-F ±0.5 ±0.3 ±0.3 Laboratory -molded density, % Tex-207-F ±1.0 ±1.0 ±1.0 In -place air voids, % — — ±1.0 Laboratory -molded bulk specific gravity ±0.020 VMA, %, Min Tex-204-F Note5 Notes — Theoretical maximum specific Ricegravity Tex-227-F — — ±0.020 1. JMF1 is the approved laboratory mixture design used for producing the trial batch. JMF2 is the approved mixture design developed from the trial batch used to produce Lot 1. 2. Current JMF is JMF3 or higher. JMF3 is the approved mixture design used to produce Lot 2. 3. Contractor may request referee testing when values exceed these tolerances. 4. When within these tolerances, mixture production gradations may fall outside the master gradation limits; however, the % passing the #200 will be considered out of tolerance when outside the master gradation limits. 5. Verify that Table 8 requirements are met for VMA. 4.4.2.2. Engineer's Responsibilities. 4.4.2.2.1. Superpave Gyratory Compactor. The Engineer will use a Department SGC, calibrated in accordance with Tex-241-F, to mold samples for laboratory mixture design verification. For molding trial batch and production specimens, the Engineer will use the Contractor -provided SGC at the field laboratory or provide and use a Department SGC at an alternate location. 4.4.2.2.2. Conditional Approval of JMF1 and Authorizing Trial Batch. The Engineer will review and verify conformance with the following information within 2 working days of receipt: ■ the Contractor's mix design report (JMF1); ■ the Contractor -provided Hamburg wheel test results; ■ all required materials including aggregates, asphalt, additives, and recycled materials; and ■ the mixture specifications. The Engineer will grant the Contractor conditional approval of JMF1 if the information provided on the paper copy of JMF1 indicates that the Contractor's mixture design meets the specifications. When the Contractor does not provide Hamburg wheel test results with laboratory mixture design, 10 working days are allowed for conditional approval of JMF1. The Engineer will base full approval of JMF1 on the test results on mixture from the trial batch. Unless waived, the Engineer will determine the Micro-Deval abrasion loss in accordance with Section 341.2.1.1.2., "Micro-Deval Abrasion." If the Engineer's test results are pending after 2 working days, conditional approval of JMF1 will still be granted within 2 working days of receiving JMF1. When the Engineer's test results become available, they will be used for specification compliance. The Contractor is authorized to produce a trial batch after the Engineer grants conditional approval of JMF1. 4.4.2.2.3. Hamburg Wheel Testing of JMF1. If the Contractor requests the option to have the Department perform the Hamburg wheel test on the laboratory mixture, the Engineer will mold samples in accordance with Tex-242-F to verify compliance with the Hamburg wheel test requirement shown in Table 10. Upon receiving the sample from the Contractor, the Engineer will be allowed 10 working days to provide the Contractor with Hamburg wheel test results on the laboratory mixture design. 14-32 2024 Specifications 341 4.4.2.2.4. Ignition Oven Correction Factors. The Engineer will determine ignition oven correction factors by one of the following options. ■ Witness the mixing of ignition oven correction factor samples by the Contractor in accordance with Tex-236-F, Part III. The Engineer will use the identically prepared samples provided by the Contractor to determine the aggregate and asphalt correction factors for the ignition oven in accordance with Tex-236-F, Part II. ■ If the Engineer does not witness the mixing of ignition oven correction factor samples, the Engineer will prepare the samples to determine the aggregate and asphalt correction factors for the ignition oven in accordance with Tex-236-F, Part II. Notify the Contractor before performing Tex-236-F, Part II. Allow the Contractor to witness the Engineer performing Tex-236-F, Part II. Correction factors must be performed every 12 mo. to be used for QA testing during production. 4.4.2.2.5. Testing the Trial Batch. Within 1 full working day, the Engineer will sample and test the trial batch to ensure that the mixture meets the requirements shown in Table 11. If the Contractor requests the option to have the Department perform the Hamburg wheel test on the trial batch mixture, the Engineer will mold samples in accordance with Tex-242-F to verify compliance with the Hamburg wheel test requirement shown in Table 10. The Engineer will have the option to perform the following tests on the trial batch. ■ Tex-226-F, to verify that the indirect tensile strength meets the requirement shown in Table 9. ■ Tex-530-C, to retain and use for comparison purposes during production. 4.4.2.2.6. Full Approval of JMF1. The Engineer will grant full approval of JMF1 and authorize the Contractor to proceed with developing JMF2 if the Engineer's results for the trial batch meet the requirements shown in Tables 8, 9, and 10. The Engineer will notify the Contractor that an additional trial batch is required if the trial batch does not meet these requirements. 4.4.2.2.7. Approval of JMF2. The Engineer will approve JMF2 within 1 working day if the mixture meets the requirements shown in Table 5 and Table 8. The asphalt binder content established for JMF2 is not required to be within any tolerance of the optimum asphalt binder content established for JMF1; however, mixture produced using JMF2 must meet the VMA requirements shown in Table 8. If the optimum asphalt binder content for JMF2 is more than 0.5% lower than the optimum asphalt binder content for MR, the Engineer may perform or require the Contractor to perform Tex-226-F on Lot 1 production to confirm the indirect tensile strength does not exceed 200 psi. 4.4.2.2.8. Approval of Lot 1 Production. The Engineer will authorize the Contractor to proceed with JMF2 for Lot 1 production after a passing Hamburg wheel test result on the trial batch is achieved from a laboratory listed on the MPL. The Contractor may proceed at their own risk with Lot 1 production without the results from the Hamburg wheel test on the trial batch. If the Department -approved laboratory's sample from the trial batch fails the Hamburg wheel test, the Engineer will suspend production until further Hamburg wheel tests meet the specified values. The Engineer may require up to the entire sublot of any mixture failing the Hamburg wheel test be removed and replaced at the Contractor's expense. 4.4.2.2.9. Approval of JMF3 and Subsequent JMF Changes. JMF3 and subsequent JMF changes are approved if they meet the mixture requirements shown in Table 4 and Table 5, and the master gradation limits shown in Table 8, and they are within the operational tolerances of JMF2 shown in Table 11. The addition of a WMA additive to facilitate mixing or as a compaction aid does not require a new laboratory mixture design or trial batch. Current JMF changes that exceed the operational tolerances of JMF2 in accordance with Table 11 may require a new laboratory mixture design, trial batch, or both. 15-32 2024 Specifications 341 4.5. Production Operations. Perform a new trial batch when the plant or plant location is changed. All source changes for asphalt will require a passing Hamburg wheel test result from a laboratory listed on the MPL. The Contractor may proceed at their own risk with Lot 1 production without the results from the Hamburg wheel test on the trial batch. All aggregate source changes will require a new laboratory mixture design and trial batch. Take corrective action and receive approval to proceed after any production suspension for noncompliance with the specification. Submit a new mix design and perform a new trial batch when the asphalt binder content of: ■ any RAP stockpile used in the mix is more than 0.5% higher than the value shown in the mixture design report, or ■ RAS stockpile used in the mix is more than 2.0% higher than the value shown in the mixture design report. 4.5.1. Storage and Heating of Materials. Do not heat the asphalt binder above the temperatures specified in Item 300, or outside the manufacturer's recommended values. Provide the Engineer with daily records of asphalt binder and HMA discharge temperatures (in legible and discernible increments) in accordance with Item 320, unless otherwise directed. Do not store mixture for a period long enough to affect the quality of the mixture, nor in any case longer than 12 hr. unless otherwise approved. 4.5.2. Mixing and Discharge of Materials. Notify the Engineer of the target discharge temperature and produce the mixture within 25°F of the target. Monitor the temperature of the material in the truck before shipping to ensure that it does not exceed the maximum production temperatures shown in Table 12. The Department will not pay for or allow placement of any mixture produced above the maximum production temperatures shown in Table 12. Table 12 Max Production Temperature High -Temperature Binder Grade' Max Production Temperature (7) PG 64 3252 PG 70 3352 PG 76 3452 1. The high -temperature binder grade refers to the high - temperature grade of the virgin asphalt binder used to produce the mixture. 2. The Max production temperature of WMA is 2757. Produce WMA within the target discharge temperature range of 215-275°F when WMA is required. Take corrective action anytime the discharge temperature of the WMA exceeds the target discharge range. The Engineer may suspend production operations if the Contractor's corrective action is not successful at controlling the production temperature within the target discharge range. Note that when WMA is produced, it may be necessary to adjust burners to ensure complete combustion such that no burner fuel residue remains in the mixture. Control the mixing time and temperature so that substantially all moisture is removed from the mixture before discharging from the plant. Determine the moisture content, if requested, by oven -drying in accordance with Tex-212-F, Part II, and verify that the mixture contains no more than 0.2% of moisture by weight. Obtain the sample immediately after discharging the mixture into the truck and perform the test promptly. 4.6. Hauling Operations. Clean all truck beds before use to ensure that mixture is not contaminated. Use a release agent listed on the MPL to coat the inside bed of the truck when necessary. Do not use diesel or any release agent not listed on the MPL. Use equipment for hauling as defined in Section 341.4.7.3.3., "Hauling Equipment." Use other hauling equipment only when allowed. 16-32 2024 Specifications 341 4.7. Placement Operations. Collect haul tickets from each load of mixture delivered to the project and provide the Department's copy to the Engineer approximately every hour, or as directed. Use a handheld thermal camera or infrared thermometer, when a thermal imaging system is not used, to measure and record the internal temperature of the mixture as discharged from the truck or material transfer device (MTD) before or as the mix enters the paver. Measure the mixture temperature at a minimum frequency of one per ten trucks, or as approved. Include an approximate station number or Global Positioning System coordinates of the location where the temperature was taken on each ticket. Ensure the mixture meets the temperature requirements shown in Table 12. Calculate the daily yield and cumulative yield for the specified lift and provide to the Engineer at the end of paving operations for each day unless otherwise directed. The Engineer may suspend production if the Contractor fails to produce and provide haul tickets and yield calculations by the end of paving operations for each day. Prepare the surface by removing raised pavement markers and objectionable material such as moisture, dirt, sand, leaves, and other loose impediments from the surface before placing mixture. Remove vegetation from pavement edges. Place the mixture to meet the typical section requirements and produce a smooth, finished surface with a uniform appearance and texture. Offset longitudinal joints of successive courses of hot mix by at least 6 in. Place mixture so that longitudinal joints on the surface course coincide within 6 in. of lane lines, are not placed in the wheel path, or will not be covered with pavement markings, or as directed. Ensure that all finished surfaces will drain properly. Place the mixture at the rate or thickness shown on the plans. The Engineer will use the guidelines shown in Table 13 to determine the compacted lift thickness of each layer when multiple lifts are required. The thickness determined is based on the rate of 110 lb. per square yard for each inch of pavement, unless otherwise shown on the plans. Table 13 Compacted Lift Thickness and Required Core Height Mixture Type Compacted Lift Thickness Guidelines Min Untrimmed Core Height Eligible for Testing (in.) Min (in. Max (in.) DG-B 2.50 5.00 1.75 DG-C 2.00 4.00 1.50 DG-D 1.50 3.00 1.25 DG-F 1.25 2.50 1.25 4.7.1. Weather Conditions. 4.7.1.1. When Using a Thermal Imaging System. Place mixture when the roadway surface is dry and the roadway surface temperature is at or above the temperatures shown in Table 14A, unless otherwise approved or as shown on the plans. Place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable as determined by the Engineer. Provide output data from the thermal imaging system to demonstrate to the Engineer that no recurring severe thermal segregation exists in accordance with Section 341.4.7.3.1.2., "Thermal Imaging System." Table 14A Min Pavement Surface Temperatures High -Temperature Binder Grade' Min Pavement Surface Temperatures ( Subsurface Layers Surface Layers PG 64 35 40 PG 70 452 502 PG 76 452 502 1. The high -temperature binder grade refers to the high -temperature grade of the virgin asphalt binder used to produce the mixture. 2. The Contractor may pave at temperatures 10°F lower than these values when a chemical WMA additive is used as a compaction aid in the mixture or when using WMA. 4.7.1.2. When Not Using a Thermal Imaging System. When using a thermal camera instead of the thermal imaging system, place mixture when the roadway surface temperature is at or above the temperatures shown in 17-32 2024 Specifications 341 Table 1413, unless otherwise approved or as shown on the plans. Measure the roadway surface temperature using a handheld thermal camera or infrared thermometer. The Engineer may allow mixture placement to begin before the roadway surface reaches the required temperature if conditions are such that the roadway surface will reach the required temperature within 2 hr. of beginning placement operations. Place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable as determined by the Engineer. Table 14B Min Pavement Surface Temperatures High -Temperature Binder Grade' Min Pavement Surface Temperatures (F Subsurface Layers Surface Layers PG 64 45 50 PG 70 552 602 PG 76 602 602 1. The high -temperature binder grade refers to the high -temperature grade of the virgin asphalt binder used to produce the mixture. 2. The Contractor may pave at temperatures 10°F lower than these values when a chemical WMA additive is used as a compaction aid in the mixture, when using WMA, or when using a paving process with equipment that eliminates thermal segregation. In such cases, for each sublot and in the presence of the Engineer, use a handheld thermal camera operated in accordance with Tex-244-F to demonstrate to the satisfaction of the Engineer that the uncompacted mat has no more than 10°F of thermal segregation. 4.7.2. Tack Coat. 4.7.2.1. Application. Clean the surface before placing the tack coat. The Engineer will set the rate between 0.04 and 0.10 gal. of residual asphalt per square yard of surface area. Apply a uniform tack coat at the specified rate unless otherwise directed. Apply the tack coat in a uniform manner to avoid streaks and other irregular patterns. Apply the tack coat to all surfaces that will come in contact with the subsequent HMA placement, unless otherwise directed. Apply adequate overlap of the tack coat in the longitudinal direction during placement of the mat to ensure bond of adjacent mats, unless otherwise directed. Allow adequate time for emulsion to break completely before placing any material. Prevent splattering of tack coat when placed adjacent to curb, gutter, and structures. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use, unless required in conformance with the manufacturer's recommendation for approved TRAIL product use, or when shown on the plans. 4.7.2.2. Sampling. The Engineer will obtain at least one sample of the tack coat binder per project per source in accordance with Tex-500-C, Part III, and test it to verify compliance with Item 300. The Engineer will notify the Contractor when the sampling will occur and will witness the collection of the sample from the asphalt distributor immediately before use. Label the can with the corresponding lot and sublot numbers, producer, producer facility location, grade, district, date sampled, all applicable bills of lading (if available), and project information, including highway and control -section -job (CSJ) number. For emulsions, the Engineer may test as often as necessary to ensure the residual of the emulsion is greater than or equal to the specification requirement in Item 300. 4.7.3. Lay -Down Operations. Use the placement temperatures shown in Table 15 to establish the minimum placement temperature of the mixture delivered to the paving operation. 18-32 2024 Specifications 341 Table 15 Min Mixture Placement Temperature High -Temperature Binder Grades Min Placement Temperature'A' °F PG 64 260 PG 70 270 PG 76 280 1. The high -temperature binder grade refers to the high -temperature grade of the virgin asphalt binder used to produce the mixture. 2. The mixture temperature must be measured using a handheld thermal camera or infrared thermometer immediately before entering MTD or paver. 3. Min placement temperatures may be reduced 20°F if using a chemical WMA additive as a compaction aid, MTD with remixing capabilities, or paver hopper insert with remixing capabilities. 4. When using WMA, the minimum placement temperature is 215°F. 4.7.3.1. Thermal Profile. Use a handheld thermal camera or a thermal imaging system to obtain a continuous thermal profile in accordance with Tex-244-F. Thermal profiles are not applicable in areas described in Section 341.4.9.3.1.4., "Miscellaneous Areas." 4.7.3.1.1. Thermal Segregation. 4.7.3.1.1.1. Moderate. Any areas that have a temperature differential greater than 257, but not exceeding 50°F. 4.7.3.1.1.2. Severe. Any areas that have a temperature differential greater than 50°F. 4.7.3.1.2. Thermal Imaging System. Review the output results when a thermal imaging system is used, and provide the automated report described in Tex-244-F to the Engineer daily, unless otherwise directed. Modify the paving process as necessary to eliminate any recurring (moderate or severe) thermal segregation identified by the thermal imaging system. The Engineer may suspend paving operations if the Contractor cannot successfully modify the paving process to eliminate recurring severe thermal segregation. Density profiles are not required and not applicable when using a thermal imaging system. Provide the Engineer with electronic copies of all daily data files that can be used with the thermal imaging system software to generate temperature profile plots daily or as requested. 4.7.3.1.3. Thermal Camera. Provide the Engineer with the thermal profile of every sublot within 1 working day of the completion of each lot. When requested by the Engineer, provide the thermal images generated using the thermal camera. Report the results of each thermal profile in accordance with Section 341.4.2., "Reporting and Responsibilities." The Engineer will use a handheld thermal camera to obtain a thermal profile at least once per project. Take immediate corrective action to eliminate recurring moderate thermal segregation when a handheld thermal camera is used. Suspend operations and take immediate corrective action to eliminate severe thermal segregation unless otherwise directed. Resume operations when the Engineer determines that subsequent production will meet the requirements of this Section. No production or placement payment adjustments greater than 1.000 will be paid for any sublot that contains severe thermal segregation. Evaluate areas with severe thermal segregation by performing density profiles in accordance with Section 341.4.9.3.3.3., "Segregation (Density Profile)." Remove and replace the material in any areas that have severe thermal segregation and a failing result for segregation (density profile), unless otherwise directed. The sublot in question may receive a production and placement payment adjustment greater than 1.000, if applicable, when the defective material is successfully removed and replaced. 19-32 2024 Specifications 341 4.7.3.2. Windrow Operations. Operate windrow pickup equipment so that when hot mix is placed in windrows, substantially all the mixture deposited on the roadbed is picked up and loaded into the paver. 4.7.3.3. Hauling Equipment. Use belly dump, live -bottom, or end dump trucks to haul and transfer mixture. Except for paving miscellaneous areas, end dump trucks are allowed only when used in conjunction with an MTD with remixing capability or when a thermal imaging system is used, unless otherwise approved. 4.7.3.4. Screed Heaters. Turn off screed heaters to prevent overheating of the mat if the paver stops for more than 5 min. The Engineer may evaluate the suspect area in accordance with Section 341.4.9.3.3.5., "Recovered Asphalt Dynamic Shear Rheometer (DSR)," if the screed heater remains on for more than 5 min. while the paver is stopped. 4.8. Compaction. Compact the pavement uniformly to contain between 3.8% and 8.5% in -place air voids. Take immediate corrective action to bring the operation within 3.8% and 8.5% when the in -place air voids exceed the range of these tolerances. The Engineer will allow paving to resume when the proposed corrective action is likely to yield between 3.8% and 8.5% in -place air voids. Obtain cores in areas placed under exempt production, as directed, at locations determined by the Engineer. The Engineer may test these cores and suspend operations or require removal and replacement if the in -place air voids are less than 2.7% or more than 9.9%. Areas defined in Section 341.4.9.3.1.4., "Miscellaneous Areas," are not subject to in -place air void determination. Furnish the type, size, and number of rollers necessary to ensure desired compaction. Use additional rollers as required to remove any roller marks. Use only water or an approved release agent on rollers, tamps, and other compaction equipment unless otherwise directed. Use the control strip method shown in Tex-207-F, Part IV, on the first day of production to establish the rolling pattern that will produce the desired in -place air voids, unless otherwise directed. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, and similar structures and in locations that will not allow thorough compaction using rollers. The Engineer may require rolling using a trench roller on widened areas, in trenches, and in other limited areas. Complete all compaction operations using breakdown rollers before the pavement temperature drops below 180°F, unless otherwise allowed. Compaction using a pneumatic or light finish roller operated in static mode is allowed for pavement temperatures above 160°F. Allow the compacted pavement to cool to 160°F or lower before opening to traffic, unless otherwise directed. Sprinkle the finished mat with water or limewater, when directed, to expedite opening the roadway to traffic. 4.9. Acceptance Plan. Payment adjustments for the material will be in accordance with Article 341.6., "Payment." Sample and test the hot mix on a lot and sublot basis. Suspend production if the production payment factor shown in Section 341.6.1., "Production Payment Adjustment Factors," or the placement payment factor shown in Section 341.6.2., "Placement Payment Adjustment Factors," for two consecutive lots is below 1.000. Resume production once test results or other information indicates to the satisfaction of the Engineer that the next material produced or placed will result in payment factors of at least 1.000. 4.9.1. Referee Testing. The Materials and Tests Division is the referee laboratory. The Contractor may request referee testing if a "remove and replace" condition is determined based on the Engineer's test results, or if the differences between Contractor and Engineer test results exceed the maximum allowable difference in accordance with Table 11 and the differences cannot be resolved. The Contractor may also request referee testing if the Engineer's test results require suspension of production and the Contractor's test results are within specification limits. Make the request within 5 working days after receiving test results and cores from the Engineer. Referee tests will be performed only on the sublot in question and only for the tests in question. 20-32 2024 Specifications 341 Allow 10 working days from the time the referee laboratory receives the samples for test results to be reported. The Department may require the Contractor to reimburse the Department for referee tests if more than three referee tests per project are required and the Engineer's test results are closer to the referee test results than the Contractor's test results. The Materials and Tests Division will determine the laboratory -molded density based on the molded specific gravity and the maximum theoretical specific gravity of the referee sample. The in -place air voids will be determined based on the bulk specific gravity of the cores, as determined by the referee laboratory, and the Engineer's average maximum theoretical specific gravity for the lot. Except for "remove and replace" conditions, referee test results are final and will establish payment adjustment factors for the sublot in question. The Contractor may decline referee testing and accept the Engineer's test results when the placement payment adjustment factor for any sublot results in a "remove and replace" condition. Placement sublots subject to be removed and replaced will be further evaluated in accordance with Section 341.6.2.2., "Placement Sublots Subject to Removal and Replacement." 4.9.2. Production Acceptance. 4.9.2.1. Production Lot. A production lot consists of four equal sublots. The default quantity for Lot 1 is 1,000 ton; however, when requested by the Contractor, the Engineer may increase the quantity for Lot 1 to no more than 4,000 ton. The Engineer will select subsequent lot sizes based on the anticipated daily production such that approximately three—four sublots are produced each day. The lot size will be between 1,000 ton and 4,000 ton. The Engineer may change the lot size before the Contractor begins any lot. If the optimum asphalt binder content for JMF2 is more than 0.5% lower than the optimum asphalt binder content for JMF1, the Engineer may perform or require the Contractor to perform Tex-226-F on Lot 1 to confirm the indirect tensile strength does not exceed 200 psi. Take corrective action to bring the mixture within specification compliance if the indirect tensile strength exceeds 200 psi, unless otherwise directed. 4.9.2.1.1. Incomplete Production Lots. If a lot is begun but cannot be completed, such as on the last day of production or in other circumstances deemed appropriate, the Engineer may close the lot. Adjust the payment for the incomplete lot in accordance with Section 341.6.1., "Production Payment Adjustment Factors." Close all lots within 5 working days unless otherwise allowed. 4.9.2.2. Production Sampling. 4.9.2.2.1. Mixture Sampling. The Engineer will perform or witness the sampling of production sublots from trucks at the plant in accordance with Tex-222-F The sampler will split each sample into three equal portions in accordance with Tex-200-F and label these portions as "Contractor," "Engineer," and "Referee." The Engineer will perform or witness the sample splitting and take immediate possession of the samples labeled "Engineer" and "Referee." The Engineer will maintain the custody of the samples labeled "Engineer" and "Referee" until the Department's testing is completed. 4.9.2.2.1.1. Random Sample. At the beginning of the project, the Engineer will select random numbers for all production sublots. Determine sample locations in accordance with Tex-225-F. Take one sample for each sublot at the randomly selected location. The Engineer will perform or witness the sampling of production sublots. 4.9.2.2.1.2. Blind Sample. For one sublot per lot, the Engineer will sample, split, and test a "blind" production sample instead of the random sample collected by the Contractor. The location of the Engineer's "blind" sample will not be disclosed to the Contractor before sampling. The Engineer's "blind" sample may be randomly selected in accordance with Tex-225-F for any sublot or selected at the discretion of the Engineer. The Engineer may sample and test an additional blind sample when the random sampling process does not result in obtaining a sample. For one sublot per lot, the Contractor must obtain from the Engineer a "blind" production sample collected by the Engineer. If desired, the Contractor may witness the collection of blind samples. Test either the "blind" or 21 - 32 2024 Specifications 341 the random sample; however, referee testing for the sublot (if applicable) will be based on a comparison of results from the "blind" sample. 4.9.2.2.2. Asphalt Binder Sampling. The Engineer will witness the Contractor obtain a 1-qt. sample of the asphalt binder for each lot of mixture produced. The Contractor will notify the Engineer when the sampling will occur. Obtain the sample at approximately the same time the mixture random sample is obtained. Sample from a port located immediately upstream from the mixing drum or pug mill and upstream from the introduction of any additives in accordance with Tex-500-C, Part II. Label the can with the corresponding lot and sublot numbers, producer name, producer facility, grade, District, date sampled, all applicable bills of lading (if available), and project information, including highway and CSJ number. The Engineer will retain these samples for 1 yr. The Engineer may also obtain independent samples. If obtaining an independent asphalt binder sample and upon request of the Contractor, the Engineer will split a sample of the asphalt binder with the Contractor. At least once per project, the Engineer will collect split samples of each binder grade and source used. The Engineer will submit one split sample to the Materials and Tests Division to verify compliance with Item 300, and will retain the other split sample for 1 yr. 4.9.2.3. Production Testing. The Contractor and Engineer must perform production tests shown in Table 16. The Contractor has the option to verify the Engineer's test results on split samples provided by the Engineer. Determine compliance with operational tolerances shown in Table 11 for all sublots. Take immediate corrective action if the Engineer's laboratory -molded density on any sublot is less than 95.0% or greater than 97.0% to bring the mixture within these tolerances. The Engineer may suspend operations if the Contractor's corrective actions do not produce acceptable results. The Engineer will allow production to resume when the proposed corrective action is likely to yield acceptable results. The Engineer may allow alternate methods for determining the asphalt binder content and aggregate gradation if the aggregate mineralogy is such that Tex-236-F, Part I does not yield reliable results. Provide evidence that results from Tex-236-F, Part I are not reliable before requesting permission to use an alternate method unless otherwise directed. Use the applicable test procedure as directed if an alternate test method is allowed. 22-32 2024 Specifications 341 Table 16 Production and Placement Testing Frequency Description Test Method Min Contractor Testing Frequency Min Engineer Testing Frequency Individual % retained on #8 sieve and larger Tex-200-F or Tex 236 F 1 per sublot 1 per 12 sublots' Individual % retained on sieves smaller than #8 and larger than #200 passing #200 sieve Laboratory -molded density Tex-207-F _ 1 per sublot' Laboratory -molded bulkspecific gravity In -place air voids VMA Tex-204-F Segregation(density profile) Tex-207-F, Part V 1 per sublot2 1 per project Longitudinal joint density Tex-207-F, Part VI 1 per sublot3 1 per project Moisture content Tex-212-F, Part II When directed 1 per project Theoretical maximumspecific Ricegravity Tex-227-F — 1 per sublot' Asphalt binder content Tex-236-F 1 per sublot 1 per lot' Thermal profile Tex-244-F 1 per sublot2 Hamburg wheel test Tex-242-F — Deleterious in RAS4 Tex-217-F, Part III — Asphalt binder sampling and testing4,5 Tex-500-C, Part II — 1 per project Tack coat sampling and testing Tex-500-C, Part III — Boil tests Tex-530-C 1 er lot Shear bond strength test? Tex-249-F — 1. For production defined in Section 341.4.9.4., "Exempt Production," the Engineer will perform one test per day if 100 ton or more is produced. For exempt production, no testing is required when < 100 ton is produced. 2. To be performed in the presence of the Engineer when not using the thermal imaging system, unless otherwise approved. 3. To be performed in the presence of the Engineer. 4. Testing performed by the Materials and Tests Division or designated laboratory. 5. Sampling performed by the Contractor. The Engineer will witness sampling and retain the samples for 1 yr. 6. When shown on the plans. 7. Testing performed by the Materials and Tests Division or District for informational purposes on a sample obtained by the Contractor within the first four lots of the project. 4.9.2.4. Operational Tolerances. Control the production process within the operational tolerances shown in Table 11. When production is suspended, the Engineer will allow production to resume when test results or other information indicates the next mixture produced will be within the operational tolerances. 4.9.2.4.1. Gradation. Suspend operation and take corrective action if any aggregate is retained on the maximum sieve size shown in Table 8. A sublot is defined as out of tolerance if either the Engineer's or the Contractor's test results are out of operational tolerance. Suspend production when test results for gradation exceed the operational tolerances shown in Table 11 for three consecutive sublots on the same sieve or four consecutive sublots on any sieve, unless otherwise directed. The consecutive sublots may be from more than one lot. 4.9.2.4.2. Asphalt Binder Content. A sublot is defined as out of operational tolerance if either the Engineer's or the Contractor's test results exceed the values shown in Table 11. No production or placement payment adjustments greater than 1.000 will be paid for any sublot that is out of operational tolerance for asphalt binder content. Suspend production and shipment of the mixture if the Engineer's or the Contractor's asphalt binder content deviates from the current JMF by more than 0.5% for any sublot. 4.9.2.4.3. VIVIAs. The Engineer will determine the VMA for every sublot. For sublots when the Engineer does not determine asphalt binder content, the Engineer will use the asphalt binder content results from QC testing performed by the Contractor to determine VMA. 23-32 2024 Specifications 341 Take immediate corrective action if the VMA value for any sublot is less than the minimum VMA requirement for production shown in Table 8. Suspend production and shipment of the mixture if the Engineer's VMA results on two consecutive sublots are below the minimum VMA requirement for production shown in Table 8. No production or placement payment adjustments greater than 1.000 will be paid for any sublot that does not meet the minimum VMA requirement for production shown in Table 8 based on the Engineer's VMA determination. Suspend production and shipment of the mixture if the Engineer's VMA result is more than 0.5% below the minimum VMA requirement for production shown in Table 8. In addition to suspending production, the Engineer may require removal and replacement or may allow the sublot to be left in place without payment. 4.9.2.4.4. Hamburg Wheel Test. The Engineer may perform a Hamburg wheel test on plant -produced mixture anytime during production. Suspend production until further Hamburg wheel tests meet the specified values when the production samples fail the Hamburg wheel test criteria shown in Table 10. The Engineer may require up to the entire sublot of any mixture failing the Hamburg wheel test to be removed and replaced at the Contractor's expense. If the Department -approved laboratory's Hamburg wheel test on plant -produced mixture results in a "remove and replace" condition, the Contractor may request that the Materials and Tests Division determine the final disposition of the material in question by re -testing the failing material. 4.9.2.5. Individual Loads of Hot Mix. The Engineer may reject individual truckloads of hot mix. When a load of hot mix is rejected for reasons other than temperature, contamination, or excessive uncoated particles, the Contractor may request that the rejected load be tested. Make this request within 4 hr. of rejection. The Engineer will sample and test the mixture. If test results are within the operational tolerances shown in Table 11, payment will be made for the load. If test results are not within operational tolerances, no payment will be made for the load. 4.9.3. Placement Acceptance. 4.9.3.1. Placement Lot. A placement lot consists of four placement sublots. A placement sublot consists of the area placed during a production sublot. 4.9.3.1.1. Lot 1 Placement. Placement payment adjustments greater than 1.000 for Lot 1 will be in accordance with Section 341.6.2., "Placement Payment Adjustment Factors'; however, no placement adjustment less than 1.000 will be assessed for any sublot placed in Lot 1 when the in -place air voids are greater than or equal to 2.7% and less than or equal to 9.9%. Remove and replace any sublot with in -place air voids less than 2.7% or greater than 9.9%. 4.9.3.1.2. Incomplete Placement Lots. An incomplete placement lot consists of the area placed as described in Section 341.4.9.2.1.1., "Incomplete Production Lots," excluding areas defined in Section 341.4.9.3.1.4., "Miscellaneous Areas." Placement sampling is required if the random sample plan for production resulted in a sample being obtained from an incomplete production sublot. 4.9.3.1.3. Shoulders, Ramps, Etc. Shoulders, ramps, intersections, acceleration lanes, deceleration lanes, and turn lanes are subject to in -place air void determination and payment adjustments unless shown on the plans as not eligible for in -place air void determination. Intersections may be considered miscellaneous areas when determined by the Engineer. 4.9.3.1.4. Miscellaneous Areas. Miscellaneous areas include areas that typically involve significant handwork or discontinuous paving operations, such as temporary detours, driveways, mailbox turnouts, crossovers, gores, spot level -up areas, pavement repair sections less than 300 ft., and other similar areas. Temporary detours are subject to in -place air void determination when shown on the plans. Miscellaneous areas also include level -ups and thin overlays when the layer thickness shown on the plans is less than the minimum untrimmed core height eligible for testing in accordance with Table 13. The specified layer thickness is based 24 - 32 2024 Specifications 341 on the rate of 110 lb, per square yard for each inch of pavement unless another rate is shown on the plans. When "Level Up" is listed as part of the bid item description, a payment adjustment factor of 1.000 will be assigned for all placement sublots as described in Article 341.6., "Payment." Miscellaneous areas are not eligible for random placement sampling locations. Compact miscellaneous areas in accordance with Section 341.4.8., "Compaction." Miscellaneous areas are not subject to in -place air void determination, thermal profiles testing, segregation (density profiles), or longitudinal joint density evaluations. 4.9.3.2. Placement Sampling. The Engineer will select random numbers for all placement sublots at the beginning of the project. The Engineer will provide the Contractor with the placement random numbers only immediately after the sublot is completed. Mark the roadway location at the completion of each sublot and record the station number. Determine one random sample location for each placement sublot in accordance with Tex-225-F. Adjust the random sample location by no more than necessary to achieve a 2-ft. clearance if the location is within 2 ft. of a joint or pavement edge. Shoulders, ramps, intersections, acceleration lanes, deceleration lanes, and turn lanes are always eligible for selection as a random sample location; however, if a random sample location falls on one of these areas and the area is shown on the plans as not subject to in -place air void determination, cores will not be taken for the sublot and a 1.000 pay factor will be assigned to that sublot. Provide the equipment and means to obtain and trim roadway cores onsite. Onsite is defined as in close proximity to where the cores are taken. Obtain the cores within 1 working day of the time the placement sublot is completed, unless otherwise approved. Obtain two 6-in. diameter cores side -by -side from within 1 ft. of the random location provided for the placement sublot. Mark the cores for identification, measure and record the untrimmed core height, and provide the information to the Engineer. The Engineer will witness the coring operation and measurement of the core thickness. Visually inspect each core and verify that the current paving layer is bonded to the underlying layer. Take corrective action if an adequate bond does not exist between the current and underlying layer to ensure that an adequate bond will be achieved during subsequent placement operations. Trim the cores immediately after obtaining them from the roadway in accordance with Tex-251-F if the core heights meet the minimum untrimmed value in accordance with Table 13. Trim the cores onsite in the presence of the Engineer. Use a permanent marker or paint pen to record the lot and sublot numbers on each core, as well as the designation as Core A or Core B. The Engineer may require additional information to be marked on the core and may choose to sign or initial the core. The Engineer will take custody of the cores immediately after witnessing the trimming of the cores and will retain custody of the cores until the Department's testing is completed. Before turning the trimmed cores over to the Engineer, the Contractor may wrap the trimmed cores or secure them in a manner that will reduce the risk of possible damage occurring during transport by the Engineer. After testing, the Engineer will return the cores to the Contractor. The Engineer may have the cores transported back to the Department's laboratory at the HMA plant via the Contractor's haul truck or other designated vehicle. In such cases where the cores will be out of the Engineer's possession during transport, the Engineer will use Department -provided security bags and the Protocol for Roadway Core Custody located on the Department's website to provide a secure means and process that protect the integrity of the cores during transport. Decide whether to include the pair of cores in the air void determination for that sublot if the core height before trimming is less than the minimum untrimmed value shown in Table 13. Trim the cores in accordance with Tex-251-F before delivering to the Engineer if electing to have the cores included in the air void determination. If electing to not have the cores included in air void determination, inform the Engineer of the decision, and deliver untrimmed cores to the Engineer. The placement pay factor for the sublot will be 1.000 if cores will not be included in air void determination. Instead of the Contractor trimming the cores onsite immediately after coring, the Engineer and the Contractor may mutually agree to have the trimming operations performed at an alternate location, such as a field laboratory or other similar location. In such cases, the Engineer will take possession of the cores immediately 25 - 32 2024 Specifications 341 after they are obtained from the roadway and will retain custody of the cores until testing is completed. Either the Department or Contractor representative may perform trimming of the cores. The Engineer will witness all trimming operations in cases where the Contractor representative performs the trimming operation. Dry the core holes and tack the sides and bottom immediately after obtaining the cores. Fill the hole with the same type of mixture and properly compact the mixture. Repair core holes using other methods when approved. 4.9.3.3. Placement Testing. Perform placement tests in accordance with Table 16. After the Engineer returns the cores, the Contractor may test the cores to verify the Engineer's test results for in -place air voids. The allowable differences between the Contractor's and Engineer's test results are shown in Table 11. 4.9.3.3.1. In -Place Air Voids. The Engineer will measure in -place air voids in accordance with Tex-207-F and Tex-227-F. Before drying to a constant weight, cores may be pre -dried using a CoreDry or similar vacuum device to remove excess moisture. The Engineer will average the values obtained for all sublots in the production lot to determine the theoretical maximum specific gravity. The Engineer will use the average air void content for in - place air voids. The Engineer will use the vacuum method to seal the core if required in accordance with Tex-207-F. The Engineer will use the test results from the unsealed core to determine the placement payment adjustment factor if the sealed core yields a higher specific gravity than the unsealed core. After determining the in -place air void content, the Engineer will return the cores and provide test results to the Contractor. 4.9.3.3.2. Informational Shear Bond Strength Testing. The Engineer will select one random sublot within the first four lots of the project for shear bond strength testing. Obtain full -depth cores in accordance with Tex-249-F unless the HMA is being placed directly on concrete pavement. Label the cores with lot and sublot numbers and provide to the Engineer. Inspector must use pertinent Department form to document the CSJ number, producer of the tack coat, mix type, and shot rate. The Engineer will ship the cores to the Materials and Tests Division or District laboratory for shear bond strength testing. Results from these tests will not be used for specification compliance. 4.9.3.3.3. Segregation (Density Profile). Test for segregation using density profiles in accordance with Tex-207-F, Part V. Density profiles are not required and are not applicable when using a thermal imaging system. Density profiles are not applicable in areas described in Section 341.4.9.3.1.4., "Miscellaneous Areas." Perform at least one density profile per sublot. Perform additional density profiles when any of the following conditions occur, unless otherwise approved: ■ areas that are identified by either the Contractor or the Engineer with severe thermal segregation, ■ any visibly segregated areas that exist, ■ the paver stops due to lack of material being delivered to the paving operations and the temperature of the uncompacted mat before the initial breakdown rolling is less than the temperatures shown in Table 17. 26-32 2024 Specifications 341 Table 17 Min Uncompacted Mat Temperature Requiring Segregation Profile' Min Temperature of Uncompacted Mat Allowed High -Temperature Before Initial Breakdown Rolling3,4,5 B Binder Grade 2 ,F PG 64 <250 PG 70 <260 PG 76 <270 1. Applicable only to paver stops that occur due to lack of material being delivered to the paving operations and when not using a thermal imaging system. 2. The high -temperature binder grade refers to the high -temperature grade of the virgin asphalt binder used to produce the mixture. 3. The surface of the uncompacted mat must be measured using a handheld thermal camera or infrared thermometer. 4. Min uncompacted mat temperature requiring a segregation profile may be reduced 20°F if using a chemical WMA additive as a compaction aid, MTD with remixing capabilities, or paver hopper insert with remixing capabilities. 5. When using WMA, the Min uncompacted mat temperature requiring a segregation profile is 2157. Provide the Engineer with the density profile of every sublot in the lot within 1 working day of the completion of each lot. Report the results of each density profile in accordance with Section 341.4.2., "Reporting and Responsibilities." The density profile is considered failing if it exceeds the tolerances shown in Table 18. When a thermal imaging system is not used, the Engineer will measure the density profile at least once per project. The Engineer's density profile results will be used when available. The Engineer may require the Contractor to remove and replace the area in question if the area fails the density profile and has surface irregularities as defined in Section 341.4.9.3.3.6., "Irregularities." The sublot in question may receive a production and placement payment adjustment greater than 1.000, if applicable, when the defective material is successfully removed and replaced. Investigate density profile failures and take corrective actions during production and placement to eliminate the segregation. Suspend production if two consecutive density profiles fail unless otherwise approved. Resume production after the Engineer approves changes to production or placement methods. Table 18 Segregation(Density Profile Acceptance Criteria Max Allowable Max Allowable Mixture Type Density Range Density Range (highest to lowest, pcf (average to lowest, pcfl DG-B 8.0 5.0 DG-C, DG-D, and DG-F 6.0 3.0 4.9.3.3.4. Longitudinal Joint Density. 4.9.3.3.4.1. Informational Tests. Perform joint density evaluations while establishing the rolling pattern and verify that the joint density is no more than 3.0 pcf below the density taken at or near the center of the mat. Adjust the rolling pattern, if needed, to achieve the desired joint density. Perform additional joint density evaluations, at least once per sublot, unless otherwise directed. 4.9.3.3.4.2. Record Tests. Perform a joint density evaluation for each sublot at each pavement edge that is or will become a longitudinal joint. Joint density evaluations are not applicable in areas described in Section 341.4.9.3.1.4., "Miscellaneous Areas." Determine the joint density in accordance with Tex-207-F, Part VII. Record the joint density information and submit results on Department forms to the Engineer. The evaluation is considered failing if the joint density is more than 3.0 pcf below the density taken at the core random sample location and 27-32 2024 Specifications 341 the correlated joint density is less than 90.0%. The Engineer will make independent joint density verification at least once per project and may make independent joint density verifications at the random sample locations. The Engineer's joint density test results will be used when available. Provide the Engineer with the joint density of every sublot in the lot within 1 working day of the completion of each lot. Report the results of each joint density in accordance with Section 341.4.2., "Reporting and Responsibilities." Investigate joint density failures and take corrective actions during production and placement to improve the joint density. Suspend production if the evaluations on two consecutive sublots fail, unless otherwise approved. Resume production after the Engineer approves changes to production or placement methods. 4.9.3.3.5. Recovered Asphalt Dynamic Shear Rheometer (DSR). The Engineer may take production samples or cores from suspect areas of the project to determine recovered asphalt properties. Asphalt binders with an aging ratio greater than 3.5 do not meet the requirements for recovered asphalt properties and may be deemed defective when tested and evaluated by the Materials and Tests Division. The aging ratio is the DSR value of the extracted binder divided by the DSR value of the original unaged binder. Obtain DSR values in accordance with AASHTO T 315 at the specified high -temperature PG of the asphalt. The Engineer may require removal and replacement of the defective material at the Contractor's expense. The asphalt binder will be recovered for testing from production samples or cores in accordance with Tex-211-F. 4.9.3.3.6. Irregularities. Identify and correct irregularities, including segregation, rutting, raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate particles. The Engineer may also identify irregularities, and in such cases, the Engineer will promptly notify the Contractor. If the Engineer determines that the irregularity will adversely affect pavement performance, the Engineer may require the Contractor to remove and replace (at the Contractor's expense) areas of the pavement that contain irregularities. The Engineer may also require the Contractor to remove and replace (at the Contractor's expense) areas where the mixture does not bond to the existing pavement. If irregularities are detected, the Engineer may require the Contractor to immediately suspend operations or may allow the Contractor to continue operations for no more than 1 day while the Contractor is taking appropriate corrective action. 4.9.4. Exempt Production. The mixture may be deemed as exempt production when mutually agreed upon between the Engineer and the Contractor, or when shown on the plans. Exempt production may be used for the following conditions. ■ Anticipated daily production is less than 500 ton. ■ Total production for the project is less than 5,000 ton. ■ Pavement repair sections are equal to or greater than 300 ft. For pavement repair sections less than 300 ft., refer to Section 341.4.9.3.1.4., "Miscellaneous Areas." Exempt production is not eligible for referee testing. For exempt production, the Contractor is relieved of all production and placement QC and QA sampling and testing requirements, except for coring operations when required by the Engineer. When mutually agreed upon between the Engineer and the Contractor, production sampling will be allowed at the point of delivery. When 100 ton or more per day is produced, the Engineer must perform acceptance tests for production and placement in accordance with Table 16. If the specification requirements listed below are met, the production and placement pay factors are 1.000: ■ produce, haul, place, and compact the mixture in compliance with the specification and as directed; ■ control mixture production to yield a laboratory -molded density that is within ±1.0% of the target laboratory -molded density as tested by the Engineer; ■ compact the mixture in accordance with Section 341.4.8., "Compaction;" 28-32 2024 Specifications 341 ■ when a thermal imaging system is not used, the Engineer may perform segregation (density profiles) and thermal profiles in accordance with the specification; and ■ all other specification requirements, 4.9.5. Ride Quality. Measure ride quality in accordance with Item 585, "Ride Quality for Pavement Surfaces," unless otherwise shown on the plans. 5. MEASUREMENT 5.1. Dense -Graded HMA. Hot mix will be measured by the ton of composite hot mix, which includes asphalt, aggregate, and additives. Measure the weight on scales in accordance with Item 520, "Weighing and Measuring Equipment." 5.2. Tack Coat. Tack coat will be measured at the applied temperature by strapping the tank before and after road application and determining the net volume in gallons from the calibrated distributor. The Engineer will witness all strapping operations for volume determination. All tack, including emulsions, will be measured by the gallon applied. The Engineer may allow the use of a metering device to determine asphalt volume used and application rate if the device is accurate within 1.5% of the strapped volume. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under Section 341.5.1., "Dense -Graded HMA," will be paid for at the unit price bid for "Dense -Graded Hot -Mix Asphalt" of the mixture type, SAC, and binder specified. These prices are full compensation for surface preparation, materials, placement, equipment, labor, tools, and incidentals. The work performed and materials furnished in accordance with this Item and measured as provided under Section 341.5.2., "Tack Coat," will be paid for at the unit price bid for "Tack Coat" of the tack coat provided. These prices are full compensation for materials, placement, equipment, labor, tools, and incidentals. Payment adjustments will be applied as determined in accordance with this Item; however, a payment adjustment factor of 1.000 will be assigned for all placement sublots for level -ups only when "Level Up" is listed as part of the bid item description. A payment adjustment factor of 1.000 will be assigned to all production and placement sublots when "Exempt" is listed as part of the bid item description, and all testing requirements are met. Payment for each sublot, including applicable payment adjustments greater than 1.000, will be paid only for sublots when the Contractor supplies the Engineer with the required documentation for production and placement QC and QA, thermal profiles, segregation density profiles, and longitudinal joint densities in accordance with Section 341.4.2., "Reporting and Responsibilities." When a thermal imaging system is used, documentation is not required for segregation density profiles on individual sublots; however, the thermal imaging system automated reports described in Tex-244-F are required. Trial batches will not be paid for unless they are included in pavement work approved by the Department. Payment adjustment for ride quality will be determined in accordance with Item 585. 6.1. Production Payment Adjustment Factors. The production payment adjustment factor is based on the laboratory -molded density using the Engineer's test results. The bulk specific gravities of the samples from each sublot will be divided by the Engineer's maximum theoretical specific gravity for the sublot. The individual sample densities for the sublot will be averaged to determine the production payment adjustment factor in accordance with Table 19 for each sublot, using the deviation from the target laboratory -molded 29-32 2024 Specifications 341 density in accordance with Table 9. The production payment adjustment factor for completed lots will be the average of the payment adjustment factors for the four sublots sampled within that lot. Table 19 Production Payment Adjustment Factors for Laboratory -Molded Density' Absolute Deviation from Target Laboratory -Molded Density Production Payment Adjustment Factor (Target Laboratory -Molded Density) 0.0 1.050 0.1 1.050 0.2 1.050 0.3 1.044 0.4 1.038 0.5 1.031 0.6 1.025 C 0.7 1.019 0.8 1.013 0.9 1.006 1.0 1.000 1.1 0.965 0.930 1.2 1.3 0.895 1.4 0.860 1.5 0.825 1.6 0.790 1.7 0.755 1.8 0.720 >1.8 Remove and replace 1. If the Engineer's laboratory -molded density on any sublot is <95.0% or >97.0%, take immediate corrective action to bring the mixture within these tolerances. The Engineer may suspend operations if the Contractor's corrective actions do not produce acceptable results. The Engineer will allow production to resume when the proposed corrective action is likely to yield acceptable results. 6.1.1. Payment for Incomplete Production Lots. Production payment adjustments for incomplete lots, described under Section 341.4.9.2.1.1., "Incomplete Production Lots," will be calculated using the average production payment factors from all sublots sampled. A production payment factor of 1.000 will be assigned to any lot when the random sampling plan did not result in collection of any samples within the first sublot. 6.1.2. Production Sublots Subject to Removal and Replacement. If after referee testing the laboratory -molded density for any sublot results in a "remove and replace" condition as shown in Table 19, the Engineer may require removal and replacement or may allow the sublot to be left in place without payment. The Engineer may also accept the sublot in accordance with Section 5.3.1., "Acceptance of Defective or Unauthorized Work." Replacement material meeting the requirements of this Item will be paid for in accordance with this Section. 6.2. Placement Payment Adjustment Factors. The placement payment adjustment factor is based on in -place air voids using the Engineer's test results. The bulk specific gravities of the cores from each sublot will be divided by the Engineer's average maximum theoretical specific gravity for the lot. The individual core densities for the sublot will be averaged to determine the placement payment adjustment factor in accordance with Table 20 for each sublot that requires in -place air void measurement. A placement payment adjustment factor of 1.000 will be assigned to the entire sublot when the random sample location falls in an area shown on the plans as not subject to in -place air void determination. A placement payment adjustment factor of 1.000 will be assigned to quantities placed in areas described in Section 341.4.9.3.1.4., "Miscellaneous Areas." The placement payment adjustment factor for completed lots will be the average of the placement payment adjustment factors for up to four sublots within that lot. 30-32 2024 Specifications 341 Table 20 Placement Payment Adjustment Factors for In -Place Air Voids In -Place Air Voids Placement Pay Adjustment Factor In -Place Air Voids Placement Payment Adjustment Factor <2.7 Remove and replace 6.4 1.042 2.7 0.710 6.5 1.040 2.8 0.740 6.6 1.038 2.9 0.770 6.7 1.036 3.0 0.800 6.8 1.034 3.1 0.830 6.9 1.032 3.2 1 0.860 7.0 1.030 3.3 0.890 7.1 1.028 3.4 0.920 7.2 1.026 3.5 0.950 7.3 1.024 3.6 0.980 7.4 1.022 3.7 0.998 7.5 1.020 3.8 1.002 7.6 1.018 3.9 1.006 7.7 1.016 4.0 1.010 7.8 1.014 4.1 1.014 7.9 1.012 4.2 1.018 8.0 1.010 4.3 1.022 8.1 1.008 4.4 1.026 8.2 1.006 4.5 1.030 8.3 1.004 4.6 1.034 8.4 1.002 4.7 1.038 8.5 1.000 4.8 1.042 8.6 0.998 4.9 1.046 8.7 0.996 5.0 1.050 8.8 0.994 5.1 1.050 8.9 0.992 5.2 1.050 9.0 0.990 5.3 1.050 9.1 0.960 5.4 1.050 9.2 0.930 5.5 1.050 9.3 0.900 5.6 1.050 9.4 0.870 5.7 1.050 9.5 0.840 5.8 1.050 9.6 0.810 5.9 1.050 9.7 0.780 6.0 1.050 9.8 0.750 6.1 1.048 9.9 0.720 6.2 1.046 >9.9 Remove and replace 6.3 1.044 - - 6.2.1. Payment for Incomplete Placement Lots. Payment adjustments for incomplete placement lots described under Section 341.4.9.3.1.2., "Incomplete Placement Lots," will be calculated using the average of the placement payment factors from all sublots sampled and sublots where the random location falls in an area shown on the plans as not eligible for in -place air void determination. If the random sampling plan results in production samples, but not in placement samples, the random core location and placement adjustment factor for the sublot will be determined by applying the placement random number to the length of the sublot placed. If the random sampling plan results in placement samples, but not in production samples, no placement adjustment factor will apply for that sublot placed. A placement payment adjustment factor of 1.000 will be assigned to any lot when the random sampling plan did not result in collection of any production samples. 31 - 32 2024 Specifications 341 6.2.2. Placement Sublots Subject to Removal and Replacement. If after referee testing the placement payment adjustment factor for any sublot results in a "remove and replace" condition as shown in Table 20, the Engineer will choose the location of two cores to be taken within 3 ft. of the original failing core location. The Contractor must obtain the cores in the presence of the Engineer. The Engineer will take immediate possession of the untrimmed cores and submit the untrimmed cores to the Materials and Tests Division, where they will be trimmed, if necessary, and tested for bulk specific gravity within 10 working days of receipt. The bulk specific gravity of each core from each sublot will be divided by the Engineer's average maximum theoretical specific gravity for the lot. The individual core densities for the sublot will be averaged to determine the new payment adjustment factor of the sublot in question. If the new payment adjustment factor is 0.720 or greater, the new payment adjustment factor will apply to that sublot. If the new payment adjustment factor is less than 0.720, no payment will be made for the sublot. Remove and replace the failing sublot, or the Engineer may allow the sublot to be left in place without payment. The Engineer may also accept the sublot in accordance with Section 5.3.1., "Acceptance of Defective or Unauthorized Work." Replacement material meeting the requirements of this Item will be paid for in accordance with this Section. 6.3. Total Adjusted Pay (TAP) Calculation. TAP will be based on the applicable payment adjustment factors for production and placement for each lot. TAP = (A+B)12 where: A = Bid price X production lot quantity X average payment adjustment factor for the production lot 8 = Bid price X placement lot quantity X average payment adjustment factor for the placement lot + (bid price x quantity placed in miscellaneous areas X 1.000) Production lot quantity = Quantity actually placed - quantity left in place without payment Placement lot quantity = Quantity actually placed - quantity left in place without payment - quantity placed in miscellaneous areas 32-32 2024 Specifications 360 Item 360 Concrete Pavement 1. DESCRIPTION Texas Department of Transportation Construct hydraulic cement concrete pavement with or without curbs on the concrete pavement. 2. MATERIALS Use materials from non -listed sources only when tested and approved by the Engineer before use. Allow 30 calendar days for the Engineer to sample, test, and report results for non -listed sources. 2.1. Hydraulic Cement Concrete. Provide hydraulic cement concrete in accordance with Item 421, "Hydraulic Cement Concrete." Use compressive strength testing unless otherwise shown on the plans. Provide Class P concrete designed to meet a minimum average compressive strength of 3,200 psi at 7 days or a minimum average compressive strength of 4,000 psi at 28 days. Test in accordance with Tex-418-A. Obtain written approval if the concrete mix design exceeds 520 lb. per cubic yard of cementitious material. Use coarse aggregates for continuously reinforced concrete pavements to produce concrete with a rated coefficient of thermal expansion not more than 5.5 x 10-6 in.lin.l°F as listed in accordance with the Concrete Rated Source Quality Catalog. Provide Class High Early Strength (HES) concrete designed to meet a minimum average compressive strength of 3,200 psi at 24 hr., for early opening of small pavement areas or leave -outs to traffic when shown on the plans or allowed. When opening of small pavement areas or leave -outs to traffic is less than 24 hr., design Class HES concrete to achieve a minimum average compressive strength of 1,800 psi at 8 hr. 2.2. Reinforcing Steel. Provide Grade 60 or above deformed steel for bar reinforcement in accordance with Item 440, "Reinforcement for Concrete." Provide positioning and supporting devices (baskets and chairs) capable of securing and holding the reinforcing steel in proper position before and during paving. Provide corrosion protection when shown on the plans. 2.2.1. Dowels. Provide dowel bars for concrete pavements in accordance with DMS-7325, "Dowel Bars for Concrete Pavements" and the MPL for "Dowel Bars for Concrete Pavements." Provide dowel caps filled with a soft compressible material with enough range of movement to allow complete closure of the expansion joint. 2.2.2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple -piece tie bars or single -piece tie bars as shown on the plans. Furnish multiple piece tie bar assemblies from the list of approved multiple -piece tie bars that have been prequalified in accordance with DMS-4515, "Multiple Piece Tie Bars for Concrete Pavement," when used. Multiple -piece tie bars used on individual projects must be sampled in accordance with Tex-711-I, and tested in accordance with Tex-712-1. 2.3. Curing Materials. Provide Type 2 membrane curing compound in accordance with DMS-4650, "Hydraulic Cement Concrete Curing Materials and Evaporation Retardants." Provide asphaltic curing materials in accordance with Item 300, "Asphalts, Oils, and Emulsions," for concrete pavement to be overlaid with asphalt concrete, unless otherwise shown on the plans or approved. Provide materials for other methods of curing in accordance with Item 422, "Concrete Superstructures." When required, provide insulating blankets with a minimum thermal resistance (R) rating of 0.5 degree Fahrenheit square -foot per British Thermal Unit. Use insulating blankets that are free of tears and are in good condition. 2024 Specifications 360 2.4. Epoxy. Provide Type III, Class C epoxy in accordance with DMS-6100, "Epoxies and Adhesives," for installing all drilled -in reinforcing steel. Submit a work plan and request approval for the use of epoxy types other than Type III, Class C. 2.5. Evaporation Retardant. Provide evaporation retardant in accordance with DMS-4650. 2.6. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint sealant materials and fillers unless otherwise shown on the plans or approved, and other sealant materials of the size, shape, and type shown on the plans in accordance with DMS-6310, "Joint Sealants and Fillers." 2.7. Repair Materials. Provide concrete repair materials in accordance with DMS-4655, "Concrete Repair Materials," or DMS-6170, "Polymeric Materials for Patching Spalls in Concrete Pavement." 3. EQUIPMENT Furnish and maintain all equipment in good working condition. Use measuring, mixing, and delivery equipment in accordance with Item 421.Obtain approval for other equipment used. 3.1. Placing, Consolidating, and Finishing Equipment. Provide self-propelled paving equipment that uniformly distributes the concrete with minimal segregation and provides a smooth machine -finished consolidated concrete pavement conforming to plan line and grade. Provide an automatic grade control system on slip -forming equipment. Provide mechanically operated finishing floats capable of producing a uniformly smooth pavement surface. Provide equipment capable of providing a fine, light water fog mist. When using stringless paving equipment, use in accordance with Section 5.9.3., "Method C," and establish control points at maximum intervals of 500 ft. Use these control points as reference to perform the work. Provide mechanically operated vibratory equipment capable of adequately consolidating the concrete. Provide immersion vibrators on the paving equipment at sufficiently close intervals to provide uniform vibration and consolidation of the concrete over the entire width and depth of the pavement and in conformance with the manufacturer's recommendations. Provide immersion vibrator units that operate at a frequency in air of at least 8,000 cycles per minute. Provide enough hand -operated immersion vibrators for timely and proper consolidation of the concrete for concrete pavement (formed) placements, and along forms, at all joints, and in areas not covered by other vibratory equipment. Surface vibrators may be used to supplement equipment -mounted immersion vibrators. Provide tachometers to verify the proper operation of all vibrators. For small or irregular areas or when approved, the paving equipment described in this Section is not required. 3.2. Forming Equipment. 3.2.1. Pavement Forms. Provide side forms of sufficient cross-section, strength, and rigidity to support the paving equipment and resist the impact and vibration of the operation without visible springing or settlement. Use forms that are free of detrimental kinks, bends, or warps that could affect ride quality or alignment. Provide bulkhead forms of sufficient cross-section, strength, and rigidity to support reinforcing steel and maintain alignment during concrete placement operations. 3.3. Curb Forms. Provide curb forms for separately placed curbs that are not slipformed that conform to the requirements of Item 529, "Concrete Curb, Gutter, and Combined Curb and Gutter." 3.4. Single -Piece Tie -Bar Inserting Equipment. Provide inserting equipment that accurately inserts and positions reinforcing steel in the plastic concrete parallel to the profile grade and horizontal alignment as shown on the plans. 2024 Specifications 360 3.5. Texturing Equipment. 3.5.1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a manual moveable support system. Provide a single piece of carpet of sufficient transverse length to span the full width of the pavement being placed and adjustable so that a sufficient longitudinal length of carpet is in contact with the concrete being placed to produce the desired texture. Obtain approval to vary the length and width of the carpet to accommodate specific applications. 3.5.2. Tining Equipment. Provide a self-propelled metal tine device equipped with steel tines with cross-section approximately 1132 in. thick by 1112 in. wide. Provide tines for longitudinal tining equipment spaced at approximately 314 in., center -to -center, or provide tines for transverse tining equipment spaced at approximately 1 in., center -to -center. Manual methods that produce an equivalent texture may be used when it is impractical to use self-propelled equipment, such as for small areas, narrow width sections, and emergencies due to equipment breakdown. 3.6. Curing Equipment. Provide a self-propelled machine for applying membrane curing compound using mechanically pressurized spraying equipment with atomizing nozzles. Provide equipment and controls that maintain the required uniform rate of application over the entire paving area. Hand -operated pressurized spraying equipment with atomizing nozzles may only be used on small or irregular areas, on narrow width sections, or in emergencies due to equipment breakdown. 3.7. Sawing Equipment. Provide power -driven concrete saws to saw the joints shown on the plans. Provide standby power -driven concrete saws during concrete sawing operations. 3.8. Grinding Equipment. Provide self-propelled powered grinding equipment that is specifically designed to smooth and texture concrete pavement using circular diamond blades when required. Provide equipment with automatic grade control capable of grinding at least a 3-ft. width longitudinally in each pass without damaging the concrete. 3.9. Testing Equipment. Provide testing equipment in accordance with Item 421, unless otherwise shown on the plans or specified. Maintain and calibrate all Contractor -supplied testing equipment in conformance with pertinent test methods. Provide calibration records of strength -testing equipment to the Engineer within 1 week after each calibration. 3.10. Coring Equipment. Provide coring equipment capable of extracting cores in accordance with Tex-424-A when required. 3.11. Miscellaneous Equipment. Furnish 104 and 15-ft. steel or magnesium long -handled, standard straightedges. Furnish enough work bridges, long enough to span the pavement, for finishing and inspection operations. 4. CONSTRUCTION Obtain approval for adjustments to plan grade -line to maintain thickness over minor subgrade or base high spots while maintaining clearances and drainage. Maintain subgrade or base in a smooth, clean, compacted condition in conformance with the required section and established grade until the pavement concrete is placed. Dampen subgrade or base with water before placing pavement concrete. Adequately light the active work areas for all nighttime operations. Provide and maintain tools and materials to perform testing. 4.1. Paving and Quality Control (QC) Plan. Submit a paving and QC plan for approval before beginning pavement construction operations. Include details of all operations in the concrete paving process, including methods to construct transverse joints, methods to consolidate concrete at joints, longitudinal construction joint layout, sequencing, curing, lighting, early opening, leave -outs, sawing, inspection, contractor QC testing, testing for opening to traffic, construction methods, other details, and description of all equipment. List 2024 Specifications 360 certified personnel performing contractor QC testing and testing for opening to traffic. Submit revisions to the paving and QC plan for approval. 4.2. Placing Reinforcing Steel for Continuously Reinforced Concrete Pavements. Accurately place and secure in position all reinforcing steel as shown on the plans. Provide chairs in sufficient number to adequately support the reinforcing steel at the proper height as show on the plans. Secure reinforcing steel at alternate intersections with tie wires. Reinforcing steel intersections may be secured with locking support chairs instead of tie wires. Anchor pins used to prevent the reinforcing steel from shifting may remain in the final pavement. Stagger the lap locations so that no more than 1/3 of the longitudinal steel is spliced in any given 12-ft. width and 2-ft. length of the pavement. Tie all splices with tie wires. 4.3. Joints. Install formed joints as shown on the plans. Install transverse bulkhead forms to support extending reinforcing steel, shaped accurately to the cross-section of the pavement when placing of concrete is stopped. 4.3.1. Placing Reinforcement at Joints. Install reinforcing steel at transverse construction joints as shown on the plans. Use multiple -piece tie bars, drilled and epoxy -grouted tie bars, or mechanically inserted single -piece tie bars at longitudinal construction joints. Discontinue the use of mechanically inserted single -piece tie bars if this method results in steel misalignment or improper location, poor concrete consolidation, or other inadequacies. Protect the reinforcing steel immediately beyond the construction joint from damage, vibration, and impact. For drilled and epoxy -grouted tie bars, drill holes into the existing concrete at least 10 in, deep unless otherwise directed. Use a drill bit with a diameter that is 1/8 in. greater than that of tie bars. Clean the holes using a wire brush and compressed air to remove all the dust and moisture. Only cartridge or machine applicator epoxies are allowed. Follow the epoxy manufacturer's instructions to apply the epoxy. Insert the tip of the epoxy cartridge or the tip of the machine applicator to the end of the tie bar hole, and inject Type III, Class C, epoxy to fill the hole with the amount of epoxy recommended by the manufacture for the size of bar and depth of hole. Insert tie bars. 4.3.2. Testing of Tie Bars. Verify that tie bars that are drilled and epoxied or mechanically inserted into concrete at longitudinal construction joints develop a pullout resistance equal to at least 3/4 of the yield strength of the reinforcing steel. Test pullout resistance of mechanically inserted tie bars when the concrete pavement is at least 7 days old. Test pullout resistance of epoxy -grouted bars after the epoxy manufacturer's recommended final cure time. Test 15 bars in accordance with ASTM E488, except that alternate approved equipment may be used. All 15 tested bars must meet the required pullout strength. Perform corrective measures to provide equivalent pullout resistance if any of the test results do not meet the required minimum pullout strength. Repair damage from testing. 4.3.3. Testing of Epoxy -Grouted Longitudinal Bars in Continuously Reinforced Concrete Pavements. When longitudinal reinforcing steel is drilled and epoxy -grouted in existing pavement, test each bar in accordance with ASTM E488, except that alternate approved equipment may be used. All bars must develop a pullout resistance equal to at least 3/4 of the yield strength of the steel. Test pullout resistance after the epoxy manufacturer's recommended final cure time. Perform corrective measures to provide equivalent pullout resistance if any of the test results do not meet the required minimum pullout strength. Repair damage from testing. 4.3.4. Transverse Construction Joints for Concrete Pavement Contraction Design (CPCD). Install and rigidly secure a complete joint assembly and bulkhead in the planned transverse contraction joint location when the placing of concrete is intentionally stopped. Install a transverse construction joint either at a planned transverse contraction joint location or mid -slab between planned transverse contraction joints when the placing of concrete is unintentionally stopped. Install tie bars of the size and spacing used in the longitudinal joints for mid -slab construction joints. Place dowels at mid -depth of the pavement slab, parallel to the surface. Place dowels for transverse contraction joints parallel to the pavement edge. Tolerances for location and alignment of dowels will be shown on the plans. For dowels used in a contraction joint, coat the entire length of the dowels with a thin 2024 Specifications 360 film of grease, wax, silicone, or other approved de -bonding material. For dowels used in an expansion joint, coat half the length with a thin film of grease, wax, silicone, or other approved de -bonding material; provide dowel caps on the coated half of each dowel bar. 4.4. Curb Joints. Construct curb joints in accordance with Item 529. 4.5. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base or firm subgrade that is accurately graded and that provides stable support without deflection and movement by form riding equipment. Pin every form at least at the middle and near each end. Tightly join and key form sections together to prevent relative displacement. Set side forms far enough in advance of concrete placement to permit inspection. Check conformity of the grade, alignment, and stability of forms immediately before placing concrete, and make all necessary corrections. Use a straightedge or other approved method to test the top of forms to ensure that the ride quality requirements for the completed pavement will be met. Stop paving operations if forms settle or deflect more than 1/8 in, under finishing operations. Reset forms to line and grade, and refinish the concrete surface to correct grade. Avoid damage to the edge of the pavement when removing side forms and bulkhead forms. Repair damage resulting from form removal with an approved repair material within 24 hr. after form removal unless otherwise approved. Chip excessively honeycombed areas to sound concrete, and repair with an approved repair material within 24 hr. after form removal unless otherwise approved. Clean joint face within 24 hr. after a bulkhead for a transverse construction joint has been removed unless otherwise approved. Promptly apply membrane curing compound to the edge of the concrete pavement when forms are removed before 72 hr. after concrete placement. Forms that are not the same depth as the pavement but within 2 in. of that depth are permitted if the subbase is trenched or the full width and length of the form base are supported with a firm material to produce the required pavement thickness. Promptly repair the form trench after use. Use flexible or curved wood or metal forms for curves of 100-ft. radius or less. 4.6. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation of old concrete before loading fresh concrete. Use agitated delivery equipment for concrete designed to have a slump of more than 5 in. Segregated concrete is subject to rejection. Begin the discharge of concrete delivered in agitated delivery equipment in accordance with Item 421. Place non -agitated concrete within 45 min, after batching. Reduce times as directed when hot weather or other conditions cause quick setting of the concrete. 4.7. Concrete Placement. Do not allow the pavement edge to deviate from the established paving line by more than 1/2 in. at any point. Place the concrete as near as possible to its final location, and minimize segregation and rehandling. Distribute concrete using shovels where hand spreading is necessary. Do not use rakes or vibrators to distribute concrete. 4.7.1. Consolidation. Consolidate all concrete using approved mechanical vibrators operated on the front of the paving equipment. Use immersion -type vibrators that simultaneously consolidate the full width of the placement when machine finishing. Keep vibrators from dislodging reinforcement. Use hand -operated vibrators to consolidate concrete for concrete pavement (formed) placements, and along forms, at all joints, and in areas not accessible to the machine -mounted vibrators. Do not operate machine -mounted vibrators while the paving equipment is stationary. Vibrator operations are subject to review. 4.7.2. Curbs. Curbs will be in accordance with Item 529. 4.7.3. Temperature Restrictions. Place concrete that is between 407 and 957 when measured in accordance with Tex-422-A at the time of discharge, except that concrete may be used if it was already in transit when the temperature was found to exceed the allowable maximum. Take immediate corrective action or cease concrete production when the concrete temperature exceeds 95°F. 2024 Specifications 360 Do not place concrete when the ambient temperature in the shade is below 40°F and falling, unless approved. Concrete may be placed when the ambient temperature in the shade is above 35°F and rising or above 40°F. Protect the pavement with an approved insulating material capable of protecting the concrete for the specified curing period when temperatures warrant protection against freezing. Submit for approval proposed measures to protect the concrete from anticipated freezing weather for the first 72 hr. after placement. Repair or replace all concrete damaged by freezing. 4.8. Spreading and Finishing. Finish all concrete pavement using approved self-propelled equipment. Use power -driven spreaders, power -driven vibrators, power -driven strike -off screed, or approved alternate equipment to strike -off the surface of the concrete to the required section and grade without surface voids. Use float equipment for final finishing. Use concrete with a consistency that allows completion of all finishing operations without addition of water to the surface. Use the minimal amount of water fog mist necessary to maintain a moist surface. Reduce fogging if float or straightedge operations result in excess slurry. 4.8.1. Finished Surface. Perform sufficient checks using a minimum 10-ft. long straightedge on the plastic concrete to ensure the final surface is within the tolerances specified in Surface Test A in accordance with Item 585, "Ride Quality for Pavement Surfaces." Check with the straightedge parallel to the centerline. 4.8.2. Maintenance of Surface Moisture. Prevent surface drying of the pavement before application of the curing system by means that may include water fogging, the use of wind screens, or the use of evaporation retardants. Apply evaporation retardant at the manufacturer's recommended rate. Reapply the evaporation retardant as needed to maintain the concrete surface in a moist condition until curing system is applied. Do not use evaporation retardant as a finishing aid. Failure to take acceptable precautions to prevent surface drying of the pavement will be cause for shutdown of pavement operations. 4.8.3. Surface Texturing. Complete final texturing before the concrete has attained its initial set. Drag the carpet longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. Prevent grout from plugging the carpet. Do not perform carpet dragging operations while there is excessive bleed water. A metal -tine texture finish is required unless otherwise shown on the plans. Provide longitudinal tining unless otherwise shown on the plans. Immediately following the carpet drag, apply a single coat of evaporation retardant, if needed, at the rate recommended by the manufacturer. Provide the metal -tine finish immediately after the concrete surface has set enough for consistent tining. Operate the metal -tine device to obtain grooves approximately 3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1/12 in. wide. Do not overlap a previously tined area. Use manual methods to achieve similar results on ramps, small or irregular areas, and narrow width sections of pavements. Repair damage to the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid or that is scheduled for blanket diamond grinding or shot blasting. Target a carpet drag texture of 0.04 in., as measured by Tex-436-A, when carpet drag is the only surface texture required on the plans. Ensure adequate and consistent macro -texture is achieved by applying enough weight to the carpet and by keeping grout from plugging the carpet. Correct any location with a texture less than 0.03 in. by diamond grinding or shot blasting. The Engineer will determine the test locations at points located transversely to the direction of traffic in the outside wheel path. 4.8.4. Small, Irregular Area, or Narrow Width Placements. Use hand equipment and procedures that produce a consolidated and finished pavement section to the line and grade where machine placements and finishing of concrete pavement are not practical. 4.8.5. Emergency Procedures. Use hand -operated equipment for applying texture, evaporation retardant, and cure in the event of equipment breakdown. 4.9. Curing. Keep the concrete pavement surface from drying in accordance with Section 360.4.8.2., "Maintenance of Surface Moisture," until the curing material has been applied. Maintain and promptly repair damage to curing materials on exposed surfaces of concrete pavement continuously for at least 3 curing days. A curing day is defined as a 24-hr. period when either the temperature taken in the shade away from 2024 Specifications 360 artificial heat is above 507 for at least 19 hr. or the surface temperature of the concrete is maintained above 407 for 24 hr. Curing begins when the concrete curing system has been applied. Stop concrete paving if curing compound is not being applied promptly and maintained adequately. Other methods of curing in accordance with Item 422 may be used when specified or approved. 4.9.1. Membrane Curing. Spray the concrete surface uniformly with two coats of membrane curing compound at an individual application rate of no more than 180 sq. ft. per gallon. Apply the curing compound before allowing the concrete surface to dry. Manage finishing and texturing operations to ensure placement of curing compound on a moist concrete surface, relatively free of bleed water, to prevent any plastic shrinkage from cracking. Time the application of curing compound to prevent plastic shrinkage from cracking. Maintain curing compounds in a uniformly agitated condition, free of settlement before and during application. Do not thin or dilute the curing compound. Apply additional compound at the same rate of coverage to correct damage where the coating shows discontinuities or other defects or if rain falls on the newly coated surface before the film has dried enough to resist damage. Ensure that the curing compound coats the sides of the tining grooves. 4.9.2. Asphalt Curing. Apply a uniform coating of asphalt curing at a rate of 90 sq. ft.-180 sq. ft. per gallon when an asphaltic concrete overlay is required. Apply curing immediately after texturing and once the free moisture (sheen) has disappeared. Obtain approval to add water to the emulsion to improve spray distribution. Maintain the asphalt application rate when using diluted emulsions. Maintain asphalt emulsions in a mixed condition during application. 4.9.3. Curing Class HES Concrete. Provide membrane curing in accordance with Section 360.4.9.1., "Membrane Curing," or wet mat curing in accordance with Section 422.4.8., "Final Curing," for all Class HES concrete. 4.10. Sawing Joints. Saw joints to the depth shown on the plans as soon as sawing can be accomplished without damage to the pavement, regardless of time of day or weather conditions. Some minor raveling of the saw - cut is acceptable. Use a chalk line, string line, sawing template, or other approved method to provide a true joint alignment. Provide enough saws to match the paving production rate to ensure sawing completion at the earliest possible time to avoid uncontrolled cracking. The Engineer will evaluate the cause of the uncontrolled cracking and direct any necessary repairs. Reduce paving production if necessary to ensure timely sawing of joints. Promptly restore membrane cure damaged within the first 72 hr. of curing. The Engineer will check the depth of saw cuts in accordance with Tex-423-A within 24 hrs. after saw -cutting or before joints are sealed, whichever is sooner. Frequency of checks will be as follows: ■ every 500 ft. or fraction thereof for all longitudinal contraction joints, and ■ 10% of transverse contraction joints in CPCD for each daily placement. Resaw contraction joints that are deficient in depth by more than 114 in. from plan depth within 24 hr. of depth checks. 4.11. Cleaning and Sealing Joints. Clean and seal joints in accordance with Item 438, "Cleaning and Sealing Joints." Repair excessive spalling of the joint saw groove using an approved method before installing the sealant. Seal all joints before opening the pavement to all traffic. Joint sealants are not required on concrete pavement that is to be overlaid with asphaltic materials. 4.12. Protection of Pavement. Erect and maintain barricades and other standard and approved devices that will exclude all vehicles and equipment from the newly placed pavement for the periods specified. Protect the pavement from damage due to crossings using approved methods before opening to traffic. Where a detour is not readily available or economically feasible, an occasional crossing of the roadway with overweight equipment may be permitted for relocating equipment only, but not for hauling material. When an occasional 2024 Specifications 360 crossing of overweight equipment is permitted, temporary matting or other approved methods may be required. Maintain an adequate supply of sheeting or other material to cover and protect fresh concrete surface from weather damage. Apply as needed to protect the pavement surface from weather. 4.13. Opening to Traffic. Testing for opening pavement to traffic is the responsibility of the Contractor unless otherwise shown on the plans or as directed. Before opening pavement to traffic: ■ provide test results to the Engineer for review, if necessary, ■ clean pavement, ■ place stable material against pavement edges, ■ seal joints, and ■ perform all other traffic -safety related work. 4.13.1. Opening Pavement to All Traffic. Pavements can be open to all traffic: ■ when the pavement is 7 days old, ■ when 3-day curing is complete and the concrete has attained a compressive strength of 3,200 psi, ■ after 24 hr. and the concrete has attained a compressive strength of 3,200 psi when Class HES concrete is used, or ■ after the concrete has been cured for at least 8 hr. and attained a minimum compressive strength of 1,800 psi when Class HES concrete is used. 4,13.2. Opening Pavement to Construction Equipment. Unless otherwise shown on the plans, concrete pavement may be opened to concrete paving equipment and related delivery equipment after the concrete is at least 48 hr. old and has attained a compressive strength of 3,200 psi. Keep delivery equipment at least 2 ft. from the edge of the concrete pavement. Keep tracks of the paving equipment at least 1 ft. from the pavement edge. Protect textured surfaces from the paving equipment. Restore damaged membrane curing as soon as possible. Repair pavement damaged by paving or delivery equipment before opening to all traffic. 4,13.3. Maturity Method. Maturity method, in accordance with Tex-426-A, may be used to estimate concrete strength for opening pavement to traffic. Install at least two maturity sensors for each day's placement in areas where the maturity method will be used for opening. Maturity sensors, when used, will be installed near the day's final placement for areas being evaluated. The Engineer will test specimens to verify the strength -maturity relationship in accordance with Tex-426-A. The strength -maturity relationship will be verified at least every 10 days of production after the first day. Establish a new strength -maturity relationship when the strength specimens deviate more than 10% from the maturity -estimated strengths. Suspend use of the maturity method for opening pavements to traffic when the strength -maturity relationship deviates by more than 10% until a new strength -maturity relationship is established. The Engineer will determine the frequency of verification when the maturity method is used intermittently or for only specific areas. 4.13.4. Emergency Opening to Traffic. Open the pavement to traffic under emergency conditions, when the pavement is at least 72 hr. old, when directed in writing. 4.14. Sampling and Testing of Concrete. Unless otherwise specified, all fresh and hardened concrete is subject to testing as follows. 4.14.1. Fresh Concrete. Provide safe access and assistance to the Engineer during sampling. Fresh concrete will be sampled in accordance with Tex-407-A. 4.14.2. Testing Concrete. The Engineer will test the fresh and hardened concrete in accordance with the following methods: 2024 Specifications 360 ■ Slump. Tex-415-A, only for formed concrete pavement placements; ■ Air Content. Tex-414-A or Tex-416-A, only when air -entrained concrete is shown on the plans; ■ Temperature. Tex-422-A; ■ Making and Curing Strength Specimens. Tex447-A; ■ Compressive Strength. Tex-418-A; and ■ Maturity. Tex-426-A. Maturity specimens will be made only when maturity method is used or shown on the plans. Concrete with slump less than minimum required after all addition of water withheld will be rejected, unless otherwise allowed by the Engineer. Concrete with slump exceeding maximum allowed may be used at the Contractor's option. If used, Engineer will make, test, and evaluate strength specimens in accordance with Section 360.4.15., "Acceptance of Concrete Pavement." Acceptance of concrete not meeting air content or temperature requirements will be determined by Engineer. Fresh concrete exhibiting segregation and excessive bleeding will be rejected. 4.14.2.1. Strength Specimen Handling. After strength test specimens are molded, protect and cure in conformance with pertinent test methods. When necessary, deliver Contractor -molded specimens to curing facilities, remove specimens from their molds, and place specimens in curing tanks within 24-48 hr. after molding, in conformance with pertinent test methods. The Engineer will deliver Department -molded specimens to curing facilities, remove specimens from their molds, and place specimens in curing tanks within 24-48 hr. after molding, in conformance with pertinent test methods. 4.15. Acceptance of Concrete Pavement. The Engineer will determine pay adjustments for deficient pavement thickness within 14 days after concrete pavement has been cored. The Engineer will determine structural adequacy of low concrete strengths within 7 days after design strength specimens or cores, if taken, are tested. 4.15.1. Pavement Thickness. The Engineer will check the thickness in accordance with Tex-423-A unless other methods are shown on the plans. The Engineer will perform one thickness test consisting of one reading at approximately the center of the paving equipment every 500 ft. or fraction thereof. Core where directed, in accordance with Tex-424-A, to verify deficiencies. Do not core until pavement is at least 7 days old or has achieved design strength. Fill core holes using an approved concrete mixture and method. 4.15.1.1. Assessing Payment Adjustments. Limits for applying a payment adjustment for deficient pavement thickness are 500 ft. units of pavement in each lane. Lane width will be as shown on typical sections and in conformance with pavement design standards. The limits for retaining deficient pavement without compensation or removing and replacing without additional compensation will be defined by coring or equivalent nondestructive means as determined by the Engineer. The remaining portion of the 500-ft. unit allowed for pay adjustment will be subject to the payment adjustment based on the average core thickness deficiency at each end of the 10-ft. interval investigation as determined by the Engineer. Shoulders will be measured for thickness unless otherwise shown on the plans. Shoulders 6 ft. wide or wider will be considered as lanes. Shoulders less than 6 ft. wide will be considered part of the adjacent lane. Shoulders less than 6 ft. wide and placed separately from the adjacent lane will be considered as a lane. Limits for applying payment adjustment for deficient pavement thickness for ramps, widenings, acceleration and deceleration lanes, and other miscellaneous areas are 500-ft. units. Areas less than 500-ft. units will be individually evaluated for payment adjustment based on the plan area. 4.15.1.2. Verification of Thickness Deficiencies. When any fresh depth test measured in accordance with Tex-423-A is deficient by more than 0.50 in. from the plan thickness, take one 4-in. diameter core at that location to verify the measurement. 2024 Specifications 360 When determining the average thickness deficiency for assessing a pay adjustment other than retaining pavement without compensation or remove and replace as shown in Table 1, take at least two additional cores from the unit, in accordance with Section 360.4.15.1.1., "Assessing Payment Adjustments," equidistantly spaced from the first core in each direction if the first core is deficient by more than 0.50 in. from the plan thickness. Measure the length of cores in accordance with Tex-424-A. Determine the average thickness by averaging the lengths of the cores. Subtract the calculated average thickness from the plan thickness to determine the average thickness deficiency. In calculations of the average thickness, measurements exceeding the plan thickness by more than 0.2 in. will be considered as the plan thickness plus 0.2 in. When determining the limits for retaining the deficient pavement without compensation or remove and replace without additional compensation, take additional cores at 10-ft. intervals in each direction parallel to the centerline to determine the boundary of the deficient area if the first core length deficiency is more than 1.00 in, for pavements less than 11 in, thick or more than 1.50 in, for pavements 11 in, or thicker. Continue taking cores at 10-ft. intervals until the core length deficiency is less than 1.00 in. for pavements less than 11 in. thick or less than 1.50 in. for pavements 11 in. or thicker. 4.15.2. Strength of Concrete Pavement. The Engineer will accept concrete pavement meeting a compressive strength of 3,200 psi at 7 days or meeting a compressive strength of 4,000 psi at 28 days for Class P concrete. Concrete strength testing may be correlated to an age other than 7 days in accordance with Tex-427-A when approved. The Engineer will accept concrete pavement using Class HES concrete based on the required strength and time. Investigate the strength test procedures, the quality of materials, the concrete production operations, and other possible problem areas to determine the cause when a concrete strength test value is more than 10% below the required strength or when three consecutive strength values fall below the required strength. Take necessary action to correct the problem, including redesign of the concrete mix if needed. The Engineer may suspend concrete paving if the Contractor is unable to identify, document, and correct the cause of low -strength test values in a timely manner. The Engineer will evaluate the structural adequacy of the pavements if any strength is more than 15% below the required strength. Remove and replace pavements found to be structurally inadequate at no additional cost when directed. 4.15.3. Ride Quality. Measure and correct ride quality in accordance with Item 585, unless otherwise shown on the plans. 5. MEASUREMENT This Item will be measured as follows. 5.1. Concrete Pavement. Concrete pavement will be measured by the square yard of surface area in place. The surface area includes the portion of the pavement slab extending beneath the curb. 6. PAYMENT These prices are full compensation for materials, equipment, labor, tools, and incidentals. 6.1. Concrete Pavement. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price bid for "Concrete Pavement" of the type and depth specified as adjusted in accordance with Section 360.6.2., "Deficient Thickness Adjustment." 10 2024 Specifications 360 6.2. Deficient Thickness Adjustment. Where the average thickness of pavement is deficient in thickness, payment will be made using the adjustment factor in accordance with Table 1 applied to the bid price for the deficient area for each unit in accordance with Section 360.4.15.1.1., "Assessing Payment Adjustments." When pavement thickness investigation (coring) is conducted for three consecutive placements, remove and replace without additional compensation all pavement placed during these days if the average thickness deficiency from all cores taken from these consecutive placements is greater than 0.25 in. Table 1 Deficient Thickness Price Adjustment Factor Deficiency in Thickness Determined by Cores Proportional Part of Contract Price (in.) Allowed (Adjustment Factor) for Thickness <11 inches 1.00 Not deficient Over 0.00 through 0.50 1.00 Over 0.50 through 0.75 0.80 Over 0.75 through 1.00 0.60 Retain pavement without compensation Over 1.00 through 1.25 or Remove and Replace Over 1.25 Remove and Replace Deficiency in Thickness Determined by Cores Proportional Part of Contract Price (in.) Allowed (Adjustment Factor) for Thickness M1 inches Not deficient 1.00 Over 0.00 through 0.50 1.00 Over 0.50 through 0.75 0.90 Over 0.75 through 1.00 0.80 Over 1.00 through 1.50 0.60 Retain pavement without compensation Over 1.50 through 2.00 or Remove and replace Over 2.00 Remove and replace 6.3. Curb. All curbs will be paid for under Item 529. 2024 Specifications 531 Item 531 Sidewalks 1. DESCRIPTION 0 Texas Department of Transportation Construct hydraulic cement concrete sidewalks, Americans with Disabilities Act ramps, and steps. 2. MATERIALS Furnish materials in accordance with the following. ■ Item 360, "Concrete Pavement" ■ Item 420, "Concrete Substructures" ■ Item 421, "Hydraulic Cement Concrete" ■ Item 440, "Reinforcement for Concrete" Use Class A concrete unless otherwise shown on the plans. Use Grade 8 coarse aggregate for extruded Class A concrete. Use other grades if approved. Use of fibers meeting the requirements of DMS-4550, "Fibers for Concrete," to replace reinforcing steel in Class A concrete is allowed unless otherwise shown on the plans. Dose fibers in accordance with the Department's MPL of prequalified fibers for concrete. Furnish detectable warning material in accordance with DMS-4350, "Detectable Warning Material." 3. CONSTRUCTION Shape and compact subgrade, foundation, or pavement surface to the line, grade, and cross-section shown on the plans. Lightly sprinkle subgrade or foundation material immediately before concrete placement. Hand - tamp and sprinkle foundation when placement is directly on subgrade or foundation materials. Remove and dispose of existing concrete in accordance with Item 104, "Removing Concrete." Provide a clean surface for concrete placement directly on the surface material or pavement. Furnish and place reinforcing steel in accordance with Item 440 unless fiber reinforced concrete is used. Mix and place concrete in conformance with the pertinent Items. Hand -finishing is allowed for any method of construction. Finish exposed surfaces to a uniform transverse broom finish surface. Curb ramps must include a detectable warning surface and conform to details shown on the plans. Install joints as shown on the plans. Ensure that abrupt changes in sidewalk elevation do not exceed 1/4 in., sidewalk cross slope does not exceed 2%, curb ramp grade does not exceed 8.3%, and flares adjacent to the ramp do not exceed 10% slope measured parallel to the curb line. Ensure that the sidewalk depth and reinforcement are not less than the driveway cross -sectional details shown on the plans where a sidewalk crosses and is part of the concrete driveway. Use construction methods in conformance with manufacturers' recommendations when installing detectable warning surface. Install detectable warning surface as shown on the plans. Provide finished work with a well -compacted mass, a surface free of voids and honeycomb, and the required true -to -line shape and grade. Cure for at least 72 hr. in accordance with Item 420. 2024 Specifications 531 3.1. Conventionally Formed Concrete. Provide pre -molded or board expansion joints of the thickness shown on the plans for sidewalk section lengths greater than 8 ft. but less than 40 ft., unless otherwise directed. Terminate workday production at an expansion joint. 3.2. Extruded or Slipformed Concrete. Provide any additional surface finishing immediately after extrusion or slipforming as shown on the plans. Construct joints at locations as shown on the plans or as directed. 4. MEASUREMENT Sidewalks will be measured by the square yard of surface area. Curb ramps will be measured by the square yard of surface area or by each. A curb ramp consists of the ramp, landing or turning space, adjacent flares or side curb, and detectable warning surface as shown on the plans. Steps will be measured by the square yard of horizontal surface area. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Concrete Sidewalks" of the depth specified, "Concrete Sidewalk (Steps)," and "Curb Ramps" of the type specified. This price is full compensation for surface preparation of sidewalk foundation; materials; removal and disposal of existing concrete; excavation, hauling, and disposal of excavated material; drilling and doweling into existing concrete curb, sidewalk, and pavement; repair of adjacent street or pavement structure damaged by these operations; and equipment, labor, materials, tools, and incidentals. Sidewalks that cross and are part of the concrete driveways or turnouts will be measured and paid for in accordance with Item 530, "Intersections, Driveways, and Turnouts." 2024 Specifications 644 Item 644 Texas Small Roadside Sign Assemblies Department of Transportation 1. DESCRIPTION 1.1. Installation. Furnish, fabricate, and erect small roadside sign assemblies or bridge -mounted clearance sign assemblies consisting of the signs, sign supports, foundations (when required), and associated mounting hardware. 1.2. Relocation. Relocate existing small roadside sign assemblies or bridge -mounted clearance sign assemblies and furnish and fabricate material as required. 1.3. Removal. Remove existing small roadside sign assemblies or bridge -mounted clearance sign assemblies. 2. MATERIALS Furnish all materials unless otherwise shown on the plans. Furnish only new materials. Furnish and fabricate materials in accordance with the following Items and as shown on the plans. ■ Item 421, "Hydraulic Cement Concrete" ■ Item 440, "Reinforcement for Concrete" ■ Item 441, "Steel Structures" ■ Item 442, "Metal for Structures" ■ Item 445, "Galvanizing" ■ Item 636, "Signs" ■ Item 656, "Foundations for Traffic Control Devices" Use galvanized steel, stainless steel, dichromate sealed aluminum, or other materials shown on the plans for pipe, bolts, nuts, washers, lock washers, screws, and other sign assembly hardware. When dissimilar metals are used, select or insulate metals to prevent corrosion. 3. CONSTRUCTION Construct foundations in accordance with Item 656. Plumb sign supports. Do not spring or rake posts to secure proper alignment. Use established safety practices when working near underground or overhead utilities. Consult the appropriate utility company before beginning work. 3.1. Fabrication. Fabricate sign supports in accordance with Item 441. Ensure all components fit properly. Verify the length of each post for each sign before fabrication to meet field conditions and sign -mounting heights shown on the plans. Hot -dip galvanize fabricated parts in accordance with Item 445. Punch or drill any holes in steel parts or members before galvanizing. Repair galvanizing for any steel part or member damaged during assembly, transit, or erection, or for any steel part or member welded, when permitted, after galvanizing. Perform all galvanizing repairs in accordance with Section 445.3.4., "Repairs." 3.2. Installation. Locate and install sign supports as shown on the plans, unless directed to shift the sign supports within design guidelines to secure a more desirable location or avoid conflict with utilities and underground appurtenances. Stake sign support locations for verification by the Engineer. 2024 Specifications 644 Install stub posts of the type, spacing, orientation, and projection shown on the plans. Remove and replace posts damaged during installation at the Contractor's expense. Connect the upper post sections to the stub post sections as shown on the plans. Torque connection bolts as shown on the plans. Attach signs to supports in conformance with the plans and pertinent Items. 3.3. Relocation. Reuse the existing signs as required unless otherwise shown on the plans. Furnish and install new stub posts in new foundations for relocated sign assemblies. Erect the new supports on the new stub posts and attach the existing signs to the supports in conformance with the plans and pertinent Items. Remove existing foundations to be abandoned in accordance with Section 644.3.4., "Removal." 3.4. Removal. Remove abandoned concrete foundations to 2 ft. below finished grade unless otherwise shown on the plans. Cut off and remove steel protruding from the remaining concrete. Backfill the remaining hole with material equal in composition and density to the surrounding area. Replace any surfacing with like material to equivalent condition. 3.5. Handling and Storage. Handle and store existing signs or portions of signs removed so they are not damaged. Store all signs to be reused off the ground and in a vertical position until erected. Prevent any damage to the various sign assembly components. Replace any portion of the sign damaged by the Contractor designated for reuse or salvage, including messages removed. Store all new signs off the ground and in a vertical position until erected. Store new sheet aluminum substrate signs in a weatherproof building. Extruded aluminum substrate signs may be stored outdoors. Stockpile all removed sign components that will be reused or become the property of the Department at designated locations. Accept ownership of unsalvageable materials and dispose of them in conformance with federal, state, and local regulations. 3.6. Cleaning. Wash the entire sign after installation using a biodegradable cleaning solution acceptable to the sign face materials manufacturer to remove dirt, grease, oil smears, streaks, finger marks, and other foreign materials. 4. MEASUREMENT This Item will be measured as each small roadside assembly or bridge -mounted clearance sign assembly installed, removed, or relocated. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Install Small Roadside Sign Assemblies" of the type specified, "Install Bridge -Mounted Clearance Sign Assemblies" of the type specified, "Relocate Small Roadside Sign Assemblies" of the type specified, "Relocate Bridge -Mounted Clearance Sign Assemblies" of the type specified, "Remove Small Roadside Sign Assemblies," or "Remove Bridge -Mounted Clearance Sign Assemblies." 5.1. Installation. This price is full compensation for furnishing, fabricating, galvanizing, and erecting the supports; constructing foundations, including concrete (when required); furnishing complete signs, including sign connections and all hardware; attaching the signs to the supports; preparing and cleaning the signs; and materials, equipment, labor, tools, and incidentals. 5.2. Relocation. This price is full compensation for removing existing sign assemblies and related materials; furnishing and installing new stub posts and new sign supports; constructing foundations, including concrete 2024 Specifications 644 (when required); new hardware; reinstallation of signs; preparing and cleaning the signs; salvaging; disposal of unsalvageable materials; removing existing foundations, backfilling, and surface placement; and materials, equipment, labor, tools, and incidentals. 5.3. Removal. This price is full compensation for removing existing sign assemblies and related materials; salvaging; disposal of unsalvageable materials; removing existing foundations, backfilling, and surface placement; and materials, equipment, labor, tools, and incidentals. APPENDIX GC-4.01 Availability of Lands Omitted GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities Omitted GC-4.06 Hazardous Environmental Condition at Site Omitted GC-6.06.1) Small Business Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination Omitted GR-01 60 00 Product Requirements CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 7X Re,*&W re d Rem # F- 846 f El: S Southwest, LLP Enc 2621 White Settlement Road rort Worth, 7X 76107 6823502250 617547a616 Septernbe r 19. 2023 City -of Fort VVQrth Fort Worth, TX 7611 B ATTN. Liam Conlon cc LETTER OF TRANSMI TTAL RE: CPN 104316- Pavement Core Request Ecs Job# 63,1931 Ren'nits: -2-621 White Settlement Rd Fort Worth, TX 76107 X Field Re por'.s x For your uEe x As requested ENCL. Field Raport it gR 911 OM23 Timothy Tarbutton Vice President, Office Manager 0oring Summary 711, Travis Heinen CHIT Project Coordinator Df9daknar 1. rW WOO (And Soy affsdwnenlsj ShO not be reproduced ektajof in FA w0hotd prior wlymnapprovat of EqS. 2. The hkmatOn in "a eepnil;eMbea w(y fet Me acliwbea perkwYn&d &t fher"Pary dwe. I Whffm..vp;wWri-,pfo. fKs rqiad irrc s -Omfarrmmdz as to rrjn*mn m. mft.N?fi&mh rwuorl dnawirigz-, ?,*xwfMTims, pmrFchTT'wCez7? thh-s- rurnK da -k 4. Inmr?pMtv ar non-uianfb"*ng wo* *0 be reparted kir (t0umr9*o(whbn. 5. ?Np resub of swTwks am wecimens OW.3frwd arPrepamd Far.5jq,.5@(?ueM ?bUTVGr09S&ffl k-AW be pmSerkelf in separate rW7aUt%DL,-VM@nr.5 Trianwittal Page 104 kwA TX RcgNcrvd Er' T-ifng Fum # F-8461 ECS SaUthwesL LLP 2621 VVWe SeMemeni Road FIELD REPORT C MS Fort Worth, TX 76107 (682) 360-2250 (F�hvnel (817) 847-8616 (Fax) Pnnact No. 611031 Report No. OR Day &[date Tuesday 9119t2023 Project CPH 104316- Pavernent Coro Roquest Wei3ther °1 Lc aition Fort Worth. TX On -Site Time 0-00 Ghent City of Fort Worth Lab Tlme 0.00 Travel Tires* am Contractor None Lifted Total GM Re Ct.s Time 0.00 Remarks Caring Summary Trip C;hargee 45,00 Tol". arking' Mileage-' Time of .Arrivel Geparlure Chargeable Items 12:15 P 1 ,115P Travel tlrno and Mileage wil ,u billed In accordance Mtt trpa contract. S+IlltYtiYwkly of Seirwlca& Performed field last da.3, localioms, akftsfiom& I ,pths set matilmatcs} & Ins ividu31s Contarled. Coring Summary for cores taken on 8/16123, 8 17123" 8/1812 , and 916J2 , 131, East Bluff St Approximately 80' ICE of 8.1uff St and Harding ,fit Intersection (8 16123 = 3" Asphalt 4" F1exbase " Limestone 4" Subgrade. LL 28, PL 1, Pl 12 Note: boring terminated after encountering concrete 17 " Tota I Depth 132, East € lulf St Approximately 70' NE of Bluff St ar1rJ' Hamplon St Inter ecLon(8,1M.23): .5" Asphalt &Y Subgr de, LL 34, PL 19. PI 1 12" Tota I Depth B3, Hampton St Approximately 1 OO'NW of Hampton St and Bluff St intersection (8117123): 2-5" Asphalt 8_5" Subgrade _ LL 20, PL 13, PI 7 11" TotaI Depth 134, Hampton St Approximetely 110' SE of Hampton St acid Pharr St Intsrsectlon(811V23): 4,5" Asphalt 8.5" Subgrade, LL 22, PL 14 Pil 8 13'Total Depth, 135, Harding St Approximately 140' E (if Harding St and Peach St. Intersection(8116123): By Travis Heinen 15M TramvmiHal Pag■ 29 2,25" Asphalt 1.75" Flexbase 4.5" Limestone 5e5" Subgrade, LL 26, PL 17, P'1 9 17" Total Depth B6, Hays St Approximately 130' NVV of Hags 5t and Peach Sl Inlerseclion (8117/23)' 25Asphalt 5.5" Subgrade, LL 22, PL 11, P1 11 Total [depth 11" B7, Hays. St Approximately 110' NW of Hays St and Pharr St Intersection(8/17123): 8.5" Asphalt 12.5" Su bgraide LL 40, PL 2 1, PI 19 Total Depth 1" B8, Johanson St Approximately 100' E of Johnsen St and Hampton .St Intersection (W18123): 3.5' Asphalt 5.75" Concrete E.5" Subgrade, LL 39, PL 19, RI 20 Tidal Depth 17.75" B9, North Nichols St Approximately 170' SE of Nichols St and Pharr St Inter otion(gy& 3) 2. " Asphalt 1 0,'5" Flexbase 4" Subgrade, LL 24, PL 9, PI 15 Note: baring terminated after et countering red brick 17" Total Depth B 10, Peach St Ap'p roxi m.a,,vl y 8 J' SW caf Pea c 1-i St i rnd Wa I I St I nterseetion (9/W23) .5" Asphalt 2.75" Flexbase 5.25" Subgrade, LL 25, PL 16, PI I&S" Total Depth B11, Peach St Approximately 90' NE of Peach St and Nichols St Intersection (8 17a23) 5" Asphalt 5' Subgrade, LL 23, PL 15, PI 5 13,5" Total Depth B12, Peach St Approximately 100' NE of Peachy St and Hays St Intersection (8117/23) 2.5" Asphalt 4" Limestone 10.5Subgrade. LL 37, PL 16, FBI 21 17" Total Depth B1 , Pharr St Approximately 150' SW of Hays St Intersection (8/17123) 2" Asphalt 8.5" Subgrade, LL 30, PL 15, PI 12 By Travis Heinen Tnn"nitMl Page 314 10, 5" Total Depth B14, Wall St Approximately 140' N W of Wall St and Peach St Irite rsecticn(9161 3) .5" Asphalt 3" Concrete 4.75" Flexbase 3_75" Subgrade, LL 27, PL 14, PI 13 Note, tPoring terminlat i after enoountering reel brick 14,25' Total Depth B15, Waterman St Approximately 130 NE of Watwman St. and Hampton St Intersection �8117123) 3" Asphalt 10" Su bgrade, ILL 37. ILL 19, PI 18 13" Tota I Depth By Travels Heinen y �L Transrnjtal Page 4r4 GC-6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 E O U L O Q O 0 � p � W a'3 A C O a � W W � � H ' A � m o � N U w N Q M t! F+q Q LO Cl) m w V �—Elva p ) TW z O D LF+M M� in L9 U � cv } co O E W o o O eu co a N z M U N z h z wQ� - m LL Z LL z ._ v O O } UCH Q. vj 4-�ZU CLCD O A. wu,wa-) ImLU o 'c o a) 0 02 aCji w E� 0it woo x s Q.r� amtUa azm 0 m m w U U V A O T- a> n3 CL b a� 4, � U 6) � � w o o � 00 R � bA CC v o 6 C s. o v j',. rr R i■ a � y o � w- w o R Vj D Oi'i O R V R C 0 0 •3 R = O, R 4+ O it O O 'a t R d lw V L7 cl O 4. rz 0 m o v ° u U •� � p •y Oq � � a ,��q 'y 4--� L Vi Q� �••� O L� � `��, •�, 'C sue, O � U rA d �"� i ram+ •�Vi mU °� Art o R —Cd x o d o • w a . d L L v a w +� U U Z o Z _n S ' •c. v, •a -� � v� L N a CA F c U � V 0 O U U O g W d U H ri F z ups a F cn F• Z v3 V _1 gw O U Z) U b c C•-4. c Y oCA okT � O O � z U ti (iJ Gzr ° N G p N � N � � 0 �• `�' a m °O C's C] W S 0 S W h -a w yr a a A A ti d d quon z a'o dU a w U z ra QU a U Mv et 0 N m ca a LO N 0 a� x w c � A A 01- A 0 O W CQ Cd a Cl)fw /•.� (4 v `') a v� o U N w U C4 . u O COD 0 H'i M v- z S � p cJ W W A b O A iy. Gd V a z C C L c� v z 14 Q r- r- � 5 � L z � A � h U v' m = ° u v S c Fz" U P p a �••, C � lei z CC V L C) w � p, W U Z 0 by 0 U ..g 3 o � LU uo 6 a3 � 0 � � o .O o u � o •O Z.a D rJt O O � d Q O Q ❑ Q a 0 0 a O N 0 3 � a OD co Q a L6 rn co d z m 0 a 1= it U C T C Q 0 C O r— 6j U � 0 U O U 0) x ci3 Q c Z 0) N L O 0')0 tV �1 cll CD Q � T �••' 0 v a v U) GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 Utility Permit Approval - Permit number: 00002/20250828/415786/565957/UP Date of Approval: 09-02-2025 UTILITY PERMIT APPROVAL TO: Kasavich John City of Fort Worth 200 Texas St 200 Texas Street Fort Worth,76102 Date: 09-02-2025 Application/Permit No.. 00002/20250828/415786/565957/UP District: Fort Worth Highway Control Section Maintenance Section County 1092990: From milepost 0.508 To milepost 0.534 LJ05-84 Tarrant SS0347-K: From milepost 0.508 To milepost 0.534 LJ05-84 Tarrant SS0347-L: From milepost 0.508 To milepost 0.534 LJ05-84 Tarrant SS0347-R: From milepost 0.508 To milepost 0.534 LJ05-84 Tarrant SS0347-TA: From milepost 0.508 To milepost 0.534 LJ05-84 Tarrant 1092990: From milepost 0.507 To milepost 0.509 LJ05-84 Tarrant SS0347-K: From milepost 0.507 To milepost 0.509 LJ05-84 Tarrant SS0347-L: From milepost 0.507 To milepost 0.509 LJ05-84 Tarrant SS0347-R: From milepost 0.507 To milepost 0.509 LJ05-84 Tarrant Schedule Dates: from 12/01/2025 to 06/30/2027 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20250828/415786/565957/UP dated 08/28/2025 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. SME ATTACHMENTS: 1 /2 Utility Permit Approval - Permit number: 00002/20250828/415786/565957/UP Date of Approval: 09-02-2025 Included attachments: 2/2 Texas Departm en t of Transportation Specifications For utility Installations Fort Worth District (revised June,12 2024) Specifications for Utility Installations Fort Worth District TxDOT Directory For Utilities 3,4 TxDOT's Mission Statement 4 Safety 5 Protection of Highway Facilities 5 Use of Explosives 5 Protection of Existing Facilities 5 Deviation From Approved Plans 5 Staking of Utility Lines in Advance of Construction 5 Full -Time Supervision and Inspection 5 Notification of Job Start 5 TxDOT Locates 5,6 Stockpiles on TxDOT ROW 6 Coordination of Work With Highway Contractor or State Forces 6 Work Day Restrictions 6 Inclement Weather 6 Pits 6 Bore and Tunneling Operations 7 Markers 7 Above -Ground Appurtenances 7 Back -Fill of Utility Trenches 8 Site Clean -Up 8 Repair and Replacement of Rip -Rap and Earth Slopes 8 Special Precautions For Erosion Control 8 Seeding Specifications 9 Aesthetics 10 Required Pruning Practices 10 Pruning Suggestions 11 Specifications for Utility Installations Fort Worth District TXDOT DIRECTORY FOR UTILITIES FORT WORTH DISTRICT UTILITY OFFICE Tonv Shaw Utility Coordinator -Permits AngelContreras Doug Fain Ben Trevino John Castaneda Gavino ( Nino) Talamantez Ryan Crimmings Danny Johnson Utility Coordinator -Back Up Permits Utility Coordinator Lead Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator (50) JOHNSON COUNTY AREA OFFICE Daniel Poole, P.E. Area Engineer TBA P.E. Assistant Area Engineer (51) WISE & JACK COUNTY AREA OFFICES Korey Coburn, P.E. Area Engineer Oscar Chavez, P.E. Asst. Area Engineer (52) NORTH TARRANT COUNTY AREA OFFICE (N. OF I1130) Maribel Rangel,P.E. Area Engineer Alfred Luera, P.E. Assistant Area Engineer (54) SOUTH TARRANT COUNTY AREA OFFICE (S. OF IH30) Maribel Rangel, P.E. Area Engineer Justin Thomey, P.E. Assistant Area Engineer (56) ERATH, HOOD & SOMERVELL COUNTY AREA OFFICES Sarah Horner, P.E. Area Engineer Noel Spaar, P.E. Assistant Area Engineer. (57) PARKER & PALO PINTO COUNTY AREA OFFICES Korey Coburn, P.E. Area rngmeer Gary Beck, P.E. Assistant Area Engineer. 682-362-9288 682-238-6350 817-370-6542 817-307-1617 817-240-0545 817-240-9134 682-328-4854 682-409-8515 817-202-2900 817-202-2939 940-626-3400 940-626-3400 817-399-4302 817-399-4302 817-370-6637 817-370-6637 254-459-7029 254-965-7028 682-229-2800 682-229-2800 Specifications for Utility Installations 3 Fort Worth District DRIVEWAYS/STORM DRAINS/TEMPORARY ACCESS/OVERSIZE /OVERWEIGHT PERMITS Matt Evans, P.E. - District Maintenance Director Jennifer Giovando - Office Mgr. Christine Jones- AAH, Damage Claims, & OS/OW Margaret Jasso - Access/Driveways & Storm Drains FORT WORTH DISTRICT MAINTENANCE OFFICES JOIINSO\ C(AiN. '1' 1I.A1IN`TENAI\CE TBA Maintenance Supervisor Bryan Anderson Permit Coordiantor David Harlin Inspector WISE & JACK COUNTY MAINTENANCE Colt Wright Maintenance Supervisor Keith Prochnow Utility Permits Inspector (WISE) Jana Robinson Utility Permits Inspector (JACK) Wesley Harrison Utility Permit Inspector NORTH TARRANT COUNTY MAINTENANCE Scottie Blackburn Maintenance Supervisor TBA Utility Permits Inspector SOUTH TARRANT COUNTY MAINTENANCE Justin Derden Maintenance Supervisor Issac Avla Utility Permits Inspector ERATH, HOOD, SOMERVELL COUNTY MAINTENANCE Jason Medders Maintenance Supervisor Reid Harris Utility Permits Inspector PARKER & PALO PINTO COUNTY MAINTENANCE Clinton Hyatt Maintenance Supervisor Matthew Kirby Permit Coordinator 817-370-6521 817-370-6524 817-370-3636 817-370-6527 817-202-2900 CELL 254-229-0186 CELL 817-202-2916 940-626-3400 817-296-1956 940-567-6611 817-709-6664 817-569-6992 817-569-6992 817-370-6903 817-370-6909 254-965-3511 254-965-7046 682-229-2800 940-328-9624 EMERGENCY UTILITY CONTACT: Traffic Control Room - 24-HourNEW- s 8761 TXDOT'S MISSION STATEMENT The mission of the Texas Department of Transportation is to provide safe, effective and efficient movement of people and goods. SAFETY Specifications for Utility Installations 4 Fort Worth District Please refer to the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for questions concerning traffic control plans. http://ftp.dot.state.tx.us/pub/txdot-info/trf/tmutcd/2011-rev-2/6. pdf WHILE WORKING ON THE TXDOT RIGHT OF WAY: HARD HATS, CLASS 3 SAFETY VEST AND STEEL TOED BOOTS ARE REQUIRED AT ALL TIMES. A COPY OF THE UTILITY OWNER'S PERMIT MUST BE ON SITE AT ALL TIMES. PROTECTION OF HIGHWAY FACILITIES All construction operations relative to installation of the Utility shall be conducted in such manner as to protect highway facilities from damage at all times. In addition, all work must be done in strict accordance with all applicable regulations of the occupational Safety and Health Administration (OSHA) of the US Department of Labor. USE OF EXPLOSIVES No explosives shall be used within limits of highway right-of-way without written permission. PROTECTION OF EXISTING UTILITIES Prior to beginning actual construction operations the Utility shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. REMEMBER: 1-800-DIG-TESS DEVIATION FROM APPROVED PLANS No changes shall be made to the approved location of utilities without prior authorization of TxDOT. The Utility shall make necessary arrangements with other Utility Owners for moving facilities and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground utility line shall be moved toward the highway right-of-way line and location shall be subject to TxDOT approval. All utility lines incorrectly installed shall be removed and laid in proper location at the entire expense of the Utility. STAKING OF UTILITY LINES IN ADVANCE OF CONSTRUCTION Utility lines shall be staked well in advance of construction so that TxDOT can inspect staking to verify that the alignment conforms to requirements set out herein and that there is no conflict with highway facilities. FULL TIME SUPERVISION AND INSPECTION The Utility shall provide competent full-time supervisors or inspectors for all utility installations. NO T/F/CA T/ON OF JOB S TA R T 48 Hour notification is required to the area office and maintenance personal within the county of the approved permit. see contact info. Please have the following information ready when you call or submit: • APPROVED PERMIT NO. • STATE HIGHWAY NO. • UTILITY COMPANY • UTILITY SUPERVISOR OR INSPECTOR'S NAME and UTILITY MOBILE NO. • GENERAL CONTRACTOR'S NAME • NAME OF FOREMAN and MOBILE PHONE NO. • START DATE TXDOT LOCATES 48 Hour notification is required for TXDOT locates. BE AWARE!! TXDOT has a considerable investment in traffic signals, lighting, and traffic management system. These systems include underground electric and fiber optic lines. If any of the above facilities are within the limits of the utilitv oroier:t. the utility is required to call the phone numbers listed: Signals and lighting: (817) 370-6656 AERIAL CROSSINGS 72 Hour (3 business days) notification is required for aerial crossings. Specifications for Utility Installations V orNN m eh Dko rirm Crossings on controlled access highways and/or high volume roadways can only be performed on Sunday, between the hours of 3 a.m. to 7 a.m. with police assistance and traffic control. Crossings on non -controlled access roadways and/or low volume roadways can be performed anytime during the week, Monday thru Friday, between the hours of 9 a.m. and 4 p.m. with proper traffic control. LANE CLOSURES 72 Hour (3 business days) notification is required for lane closures prior to the alteration of traffic flow. If a lane closure is required due to an unforeseen situation and after a utility permit has been approved, it will be necessary to call the TxDOT Utility Permit Office at 817-240-9134. A traffic control plan must be submitted and approved by TxDOT prior to lane closures. Note: An Engineer's seal may be required for lane closures on controlled access highways and high volume roadways. STOCKPILES ON TXDOT ROW Stockpiling will be allowed with permission from TxDOT. Once, permission has been granted, stockpiling can start forty-eight hours prior to construction. The stockpile shall be placed on the right of way line or as close as possible without obstructing the curb, pavement, or line of site. All materials must be removed from TxDOT right of way completion of the utility project. COORDINATION OF WORK WITH HIGHWAY CONTRACTOR OR STATE FORCES All work related to the installation of utilities shall be conducted in such manner as not to interfere in any way with highway construction or TxDOT maintenance operations. WORK DAY RESTRICTIONS Except, in cases of emergency, no work will be allowed on Saturdays, Sundays, Federal or State Holidays or at night. EXCEPTIONS MAY BE GRANTED BY TXDOT IF the Utility shows that "off day" work is necessary to avoid service interruptions to the public and the Utility agrees to the following conditions: Obtain TxDOT approval at least 48 hours in advance. The Contractor is required to have sufficient personnel and equipment on the job to efficiently execute the work. The utility will have a supervisor or inspector present on the job at all times while the work is in progress. INCLEMENT WEATHER To ensure the safety of the traveling public, as well as the contractor and his crew and TxDOT agents, no work shall be allowed during inclement weather such as, but not limited to rain, fog, snow and sleet effects visibility and/or traction. PITS All pits shall be excavated and closed within 48 hours. If the utility wishes to leave pits open overnight, reflective barricades must be employed. BORE AND TUNNELING OPERATIONS GENERAL REQUIREMENTS Utilities crossing under surfaced roads within the limits of highway right-of-way shall be placed by auger bore or tunnel method, unless otherwise specifically authorized by TxDOT. Specifications for Utility Installations 6 Fort Worth District Bores or tunnels shall be placed at depths below the roadway structure which are sufficient for superimposed live and dead loads and also prevent collapse of supporting soil between hole and roadway. Boring and tunneling operations shall extend outside of the front slope and clear zone of the highway. Bores Where material beneath pavement is sandy or unstable and will be subject to caving, the hole for the casing shall be bored and cased simultaneously and bored material removed through casing. Cutting face of auger or drill shall not project more than six (6) inches ahead of casing and no water shall be used in connection with drilling. Where material beneath pavement is stable and not subject to caving, and allowed by TxDOT, the hole for the casing may be bored first and casing inserted in the hole immediately after completion of boring. If allowed by TxDOT, water may be used in conjunction with boring. Bore Pit Location Pits excavated for boring or tunneling operations shall be located so that any possible sloughing of sides of pit will not endanger shoulders or pavements and so that barricades can be placed as specified in the TMUTCD. Bore pits should be located at least thirty feet from the edge of the nearest through traffic lane and not less than twenty feet from the edge of pavement on ramps. On low traffic roadways and frontage roads, bore pits should not be less than ten feet from the edge of pavement or five feet from face of curb. Tunneling While hole is being tunneled, casing shall normally be jacked into place as operations progress. Working face of excavation shall not precede advancing end of casing by more than two and one half (2112) feet unless otherwise allowed by TxDOT. Grouting All voids around casing shall be pressure grouted. The grout shall consisting of Portland Cement and washed sand and containing not less than two (2) sacks or Portland Cement per cubic yard of grout. Additional cement shall be added if workability and/or stability cannot be obtained. An air -entraining agent may also be added to the grout mixture to facilitate flow if necessary. Grouting shall be done immediately after casing has been installed in hole in order to avoid any shearing of soil and settlement of over burden above casing. Means shall be provided for proving that voids are filled around 24" diameter and larger casings in the event there is some doubt by TxDOT. TxDOT may require the Utility to install removable plugs at intervals inside the casing. No holes shall be drilled in pavement or shoulders for grouting operations. MARKERS The Utility shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings. Utilities that parallel the right of way shall place a marker every 1500 feet, at intersecting streets, and highway drainage culverts. ABOVE -GROUND APPURTENANCES Above -ground appurtenances, such as pedestals, fire hydrants, meters, etc., shall be located at the right-of-way line. BACKFILL OF UTILITY TRENCHES • DESCRIPTION This specification shall govern backfill of trenches, which have been opened for the removal, adjustment, or installation of utility lines within the limits of highway right-of-way. Except when permission is granted, compacted backfill will be used for utility installations. Backfill shall consist of compacted material obtained Specifications for Utility Installations 7 Fort Worth District from suitable soil excavated from the trench, or from sources outside the highway right-of-way. Material shall be free of rock, lumps, or clods that will not break down under compaction. Backfill material shall be placed in the trench in lavers not to exceed 6" in depth and compacted. Water shall be added as required to facilitate compaction. Compaction shall be done with rollers or mechanical tamps. Use of rollers will be allowed only when such use is not believed detrimental to any highway facility. The type of roller used must be acceptable to TxDOT. When rollers are used, mechanical tamps shall be used along the sides of trench to compact any backfill that cannot be reached with rollers. Compacting shall be continued until a backfill density is equal to that of the adjacent, undisturbed material. Where trenches lie within the limits of drainage ditches and channels, which are in solid rock, TxDOT may require 1' of concrete backfill, struck off flush with the top of rock. SITE CLEAN UP The Utility is responsible for site clean up at the end of each workday. Roadways adjacent to the utility construction site shall be kept free from debris, construction materials, and mud. At the end of each day, construction equipment and materials shall be moved as far from the roadway as feasible within the safety rules. If mudding of the roadway occurs at any time, the roadway shall be cleaned immediately. When the utility installation is complete, the right-of-way shall be reshaped to its original condition and the area reseeded or re -sodded to reduce erosion. Should settlement or erosion occur within one (1) year of the utility installation, TxDOT may specify prompt replacement at the utility's expense for bringing the construction site to a satisfactory condition. TxDOT will restore sites that are left at an unsatisfactory condition after notification has been sent to the utility. These sites will be restored to original condition. The utility shall fully reimburse all costs incurred by TxDOT for all repairs made by TxDOT. These costs include, but are not limited to matters of traffic safety, right of way contour, restoration and repairs to all highway structures: including, but not limited to roads, driveways, terrain, landscaping, fences, etc. REPAIR AND REPLACEMENT OF RIPRAP AND EARTH SLOPES Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than three (3) sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. SPECIAL PRECAUTIONS FOR EROSION CONTROL Special precautions should be taken during utility installations to avoid disturbing existing drainage courses. In addition, soil erosion should be held to a minimum and sediment from the construction site should be kept away from the roadway and drain inlets. During construction the roadbed and ditches shall be maintained in such condition to insure proper drainage at all times. Ditches and channels shall be maintained to avoid damage to the roadway. To avoid soil erosion, it is advised and encouraged that the Utility Contractor use all applicable means (i.e. silt fences, hay bails, rock filter dams, etc.) to detour soil from eroding into roadway, ditches, and adjacent property. SEEDING SPECIFICATIONS RURAL AREA WARM -SEASON SEEDING RATE In pounds, Pure Live Seed PLS. Mixture for Clay or Tight Soils Mixture for Sandy Soils Specifications for Utility Installations g Fort Worth District Dates Eastern Section Western Section All Sections Feb 1 Green Sprangletop 0.6 Green Sprangletop 0.6 Green Sprangleton 0.7 To Sideoats Grama (El Reno) 1.8 Sideoats Grama (Haskell or El Reno) 1.8 Sideoats Grama (Haskell) 2.2 May 1 Bermudagrass Little Bluestem 0.8 1.1 Little Bluestem Indiangrass (Lometa or Cheyenne) 1.1 1.5 Bermudagrass Little Bluestem 0.9 1.4 K-R Bluestem 0.7 K-R Bluestem 0.7 Sand Dropseed 0.2 Switchgrass 1.2 Switchgrass (Alamo or Blackwell) 1.2 Total 6.2 1 Total 6.9 1 Total 5.4 URBAN AREA WARM -SEASON SEEDING RATE In Pounds, Pure Live Seed (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates Eastern Section Western Section All Sections Feb 1 Green Sprangletop 0.9 Green Sprangletop 1.1 Green Sprangletop 1.1 To Bermudagrass 1.2 K-R Bluestem 1.3 K-R Bluestem 1.3 May 1 K-R Bluestem 1.0 Buffalograss 10.7 Buffalograss 1.5 Buffalograss 8.0 Total 11.1 Total 13.1 Total 3.9 TEMPORARY COOL -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS) Dates All Sections Feb 1 Tall Fescue 4.0 To Western Wheatgrass 5.0 May 1 Wheat (Red, Winter) 30.0 Total 39.0 TEMPORARY COOL -SEASON LEGUME SEEDING RATE In pounds, Pure Live Seed PLS Dates All Sections Aug 15 Crimson Clover 7.0 to Nov 30 Total 7.0 TEMPORARY WARM -SEASON SEEDING RATE In pounds, Pure Live Seed PLS Dates All Sections May 1 Foxtail Millet 30.0 to Nov 30 Total 30.0 Note: Names in parenthesis O represent "improved" varieties of the species shown. Specifications for Utility Installations 9 Fort Worth District AESTHETICS To preserve and protect trees, shrubbery, and other aesthetic features on the highway right-of-way, TxDOT may specify the extent and methods of tree removal, tree trimming, or their replacement. TxDOT may also specify the installation methods of the underground or overhead utility in order to protect and preserve trees and other aesthetic features. REQUIRED PRUNING PRACTICES PRIOR TO CUTTING • Locate utility lines with the least possible interference with trees. • Amount of clearance should be determined by the rate of tree growth. • Remove minimum number of branches to provide adequate clearance. • Maintain adequate clearance for lines, NOT EXCESSIVE CLEARANCE. • ALL pruning shall conform to recognized tree surgery practice. • Preserve natural character of tree. WHERE TO CUT In removing a limb, the cut should be made at a fork where the remaining branch will be at least one third the diameter of the one removed. LIMB REMOVAL 1. In removing branches the cut should be made at a fork with the remaining branch at least one-third the diameter of the one removed. 2. Undercut 1/3 of the way through the limb, 8 to 12 inches from the main stem. 3. Remove limb 4 to 6 inches out from the first cut. 4. Remove stub with an even cut so that a trace (called a "collar") still protrudes (about'/z inch). 5. All cuts two (2) inches or over shall be painted with an approved tree dressing or paint. * See pg 11. DISPOSAL OF CUTTINGS All pruned wood and brush must be removed from the right of way and disposed of in accordance with the laws and regulations of the community, county, and state. Disease branches (especially those infected with oak wilt) must be properly disposed of to prevent the further spread of the disease. Specifications for Utility Installations 10 Fort Worth District P R U NI N G DESIRABLE TREE MODIFICATIONS PRESERVING SYMMETRY. &E SiRABLE DESIRABLE DESIRABLE DESIRABLE SUGGESTIONS 9'p01.monf PC Fr.— logs UNDESIRABLE TREE mOuiFtGA7iONS Such ices -line relot ' anships as illusttated perpetuates high rnainlenonce costs and right-of-way unsightliness. UNDESIRABLE UNDE &I RABI.-F UNDES.iRABLE DESIRABLE (Z, Remove limb )4'-6' from ist cut. fl" Undercut 1hrough 1'3 1 limb b�, 1��18 - 12' f r a m 113 wad main stem, 1;3} Remove stub c4� Finished out with on even,`with no frare Flush cut, of sijb PROPER LIMB REMOVAL (2' dio. or mcrey Specifications for Utility Installations 11 Fort Worth District Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536A16306 Tracking #23W-17997/ BF-20561514 PIPELINE LICENSE CSC No. 64033 THIS PIPELINE LICENSE ("License") is made to be effective,1;Pl]tPmhPr 1ti2025 (the "Effective Date") by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Licensor") and CITY OF FORT WORTH, a Texas municipality ("Licensee"). In consideration of the mutual covenants contained herein, the parties agree to the following: GENERAL Grant of License. Licensor hereby grants Licensee a non-exclusive license, subject to all rights, interests, and estates of third parties, including, without limitation, any leases, use rights, easements, liens, or other encumbrances, and upon the terms and conditions set forth below, to construct and maintain, in strict accordance with the drawings and specifications approved by Licensor as part of Licensee's application process (the "Drawings and Specifications"), one (1) pipeline, 8 inches in diameter inside a 20 inch Steel casing (collectively, the "Pipeline"), across or along Licensor's rail corridor at or near the station of Fort Worth, County of Tarrant, State of Texas, Line Segment 0485 (7500), Mile Post 1.17 as shown on the attached Drawing No. 93792, dated March 21, 2025, attached hereto as Exhibit "A and incorporated herein by reference (the "Premises"). 2. Term. This License shall commence on the Effective Date and shall continue for so long as the Pipeline is used for public purpose, subject to prior termination as hereinafter described. 3. Existing Improvements. Licensee shall not disturb any improvements of Licensor or Licensor's existing lessees, licensees, easement beneficiaries or lien holders, if any, or interfere with the use, repair, maintenance or replacement of such improvements. 4. Use of the Premises. Licensee shall use the Premises solely for construction, maintenance, and use of the Pipeline in accordance with the Drawings and Specifications. The Pipeline shall carry Potable Water, and Licensee shall not use the Pipeline to carry any other material or use the Premises for any other purpose. Licensee is expressly prohibited from using or allowing any telecommunication facilities or equipment within the Premises, or using or allowing the use of the Premises for any other purpose. 5. Alterations. Except as set forth in this License, Licensee may not make any alterations to the Premises or permanently affix anything to the Premises or any buildings or other structures adjacent to the Premises without Licensor's prior written consent. COMPENSATION 6. License Fee. Licensee shall pay Licensor, prior to the Effective Date, a one-time payment (in lieu of recurring periodic fixed license fees) in the sum of Seven Thousand Four Hundred and No/100 Dollars ($7,400.00) as compensation for the use of the Premises. 7. Costs and Expenses. 7.1 For the purpose of this License, "cost" or "costs" and "expense" or "expenses" includes, but is not limited to, actual labor and material costs including all assignable additives, and material and supply costs at current value where used. 7.2 Licensee agrees to reimburse Licensor (pursuant to the terms of Section 8 below) for all costs and expenses incurred by Licensor in connection with Licensee's use of the Premises or the presence, construction and maintenance of the Pipeline, including but not limited to the furnishing of Licensor's flaggers and any vehicle rental costs incurred, inspection coordination, safety, mobilization and/or other observation services described in this License (collectively, the "Services"). Licensee shall bear the cost of the Services, when deemed necessary by Licensor's representative. Flagging costs shall include, but not be limited to, the following: pay for at least an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays (as applicable); vacation allowance; paid holidays (as applicable); railway and - 1 - Form 424; Rev. 20200605 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 unemployment insurance; public liability and property damage insurance; health and welfare benefits; transportation; meals; lodging and supervision. Negotiations for railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase flagging rates. Flagging rates in effect at the time of performance by the flaggers will be used to calculate the flagging costs pursuant to this Section 7. 7.3 Licensor, at its sole discretion, may elect to designate a third party (the "Scheduling Agent"), to perform and/or arrange for the performance of the Services. 8. Payment Terms. All invoices are due thirty (30) days after the date of invoice. If Licensee fails to pay any monies due to Licensor within thirty (30) days after the invoice date, then Licensee shall pay interest on such unpaid sum from the due date until paid at an annual rate equal to the lesser of (i) the prime rate last published in The Wall Street Journal in the preceding December plus two and one-half percent (2- 1/2%), or (ii) the maximum rate permitted by law. LICENSOR'S RESERVED RIGHTS 9. Reserved Rights of Use. Licensor excepts and reserves the right, to be exercised by Licensor and any other parties who may obtain written permission or authority from Licensor: 9.1 to maintain, use, operate, repair, replace, modify and relocate any utility, power or communication pipe/lines/cables and appurtenances (other than the Pipeline) and other facilities or structures of like character upon, over, under or across the Premises existing as of the Effective Date; 9.2 to construct, maintain, renew, use, operate, change, modify and relocate any tracks or additional facilities, structures and related appurtenances upon, over, under or across the Premises; or 9.3 to use the Premises in any manner as Licensor in its sole discretion deems appropriate, provided Licensor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Licensee for the purpose specified in Section 4 above. 10. Right to Require Relocation. If at any time during the term of this License, Licensor desires the use of its rail corridor in such a manner as would, in Licensor's reasonable opinion, be interfered with by the Pipeline, Licensee shall, at its sole expense, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the Pipeline as in the sole discretion of Licensor may be necessary to avoid interference with the proposed use of Licensor's rail corridor, including, without limitation, the relocation of the Pipeline, or the construction of a new pipeline to replace the Pipeline. Notwithstanding the foregoing, Licensee agrees to make all emergency changes and minor adjustments, as determined by Licensor in its sole discretion, to the Pipeline promptly upon Licensor's request. LICENSEE'S OPERATIONS 11. Construction and Maintenance of the Pipeline. 11.1 Licensee shall not enter the Premises or commence construction unless accompanied by Licensor's representative, the Scheduling Agent or its designee. Licensee shall notify Licensor's Roadmaster, Nicholas Russo at Nicholas. Russo(o)bnsf.com, telephone 817-740-7274, at least ten (10) business days prior to installation of the Pipeline and prior to entering the Premises for any subsequent maintenance thereon. In the event of emergency, Licensee shall notify Licensor of Licensee's entry onto the Premises at the telephone number above as soon as practicable and shall promptly thereafter follow up with written notice of such entry. 11.2 Licensee's on -site supervisors shall retain/maintain a fully executed copy of this License at all times while on the Premises. 11.3 While on the Premises, Licensee shall use only public roadways to cross from one side of Licensor's tracks to the other. - 2 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 11.4 Any contractors or subcontractors performing work on the Pipeline or entering the Premises on behalf of Licensee shall be deemed servants and agents of Licensee for purposes of this License. 11.5 Under no conditions shall Licensee be permitted to conduct any tests, investigations or any other activity using mechanized equipment and/or machinery, or place or store any mechanized equipment, tools or other materials, within twenty-five (25) feet of the centerline of any railroad track on the Premises unless Licensee has obtained prior written approval from Licensor. Licensee shall, at its sole cost and expense, perform all activities on and about the Premises, including without limitation all construction and maintenance of the Pipeline, in such a manner and of such materials as not at any time to endanger or interfere with (i) the existence or use of present or future tracks, roadbeds, or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. If ordered to cease using the Premises at any time by Licensor's personnel due to any hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine the safe nature thereof, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is safe. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. 11.6 Licensee shall, at its sole cost and expense, construct and maintain the Pipeline in such a manner and of such material that the Pipeline will not at any time endanger or interfere with (i) the existence or use of present or future tracks, roadbeds, or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. The construction of the Pipeline shall be completed within one (1) year of the Effective Date, and any subsequent maintenance shall be completed within one (1) year of initiation. Within fifteen (15) days after completion of the construction of the Pipeline or the performance of any subsequent maintenance thereon, Licensee shall, at Licensee's own cost and expense, restore the Premises to substantially their state as of the Effective Date, unless otherwise approved in advance by Licensor in writing. On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense, surrender the Premises to Licensor pursuant to the terms and conditions set forth in Section 24 hereof. 11.7 Licensor may direct one or more of its field engineers or inspectors to observe or inspect the construction and/or maintenance of the Pipeline at any time for compliance with the Drawings and Specifications and Legal Requirements (defined below). Licensee shall reimburse Licensor for the cost of such observation or inspection related services pursuant to Section 8. If ordered at any time to halt construction or maintenance of the Pipeline by Licensor's personnel due to non-compliance with the Drawings and Specifications or any other hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to observe or inspect, or to halt work on, the Pipeline, it being solely Licensee's responsibility to ensure that the Pipeline is constructed and maintained in strict accordance with the Drawings and Specifications and in a safe and workmanlike manner in compliance with all terms hereof. Neither the exercise of, nor the failure by Licensor to exercise, any right granted by this Section will alter in any way the liability allocation provided by this License. If at any time Licensee shall, in the sole judgment of Licensor, fail to properly perform its obligations under this Section 11, Licensor may, at its option and at Licensee's sole expense, arrange for the performance of such work as it deems necessary for the safety of its operations and activities. Licensee shall promptly reimburse Licensor for all costs and expenses of such work, pursuant to the terms of Section 8. Licensor's failure to perform any obligations of Licensee shall not alter the liability allocation hereunder. 11.8 Cutting head must travel at 0.0% grade (or downward) beginning 25' (minimum) from centerline of track until it reaches a point 25' (minimum) from the centerline of track. Minimum pressure must be applied to pumping the slurry to the cutting head during drilling. This will deter the bentonite slurry used for lubrication from seeping up and fouling the track roadbed. A Flagman must be present during installation and will monitor the ballast and roadbed. - 3 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 12. Boring and Excavation. 12.1 Prior to Licensee conducting any boring, excavation, or similar work on or about any portion of the Premises, Licensee shall contact the applicable State's call -before -you -dig utility location service to have 3rd parties mark the location of utilities. Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing hand -tool exploration, Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the United States Infrastructure Corporation) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Licensee shall request information from Licensor concerning the existence and approximate location of Licensor's underground lines, utilities, and pipelines at or near the vicinity of the proposed Pipeline by contacting Licensor's Telecommunications Helpdesk, currently at 1-800- 533-2891 (optionl, then option 7), at least ten (10) business days prior to installation of the Pipeline. Upon receiving Licensee's timely request, Licensor will provide Licensee with the information Licensor has in its possession regarding any existing underground lines, utilities, and pipelines at or near the vicinity of the proposed Pipeline and, if applicable, identify the location of such lines on the Premises pursuant to Licensor's standard procedures. Licensor does not warrant the accuracy or completeness of information relating to subsurface conditions of the Premises and Licensee's operations will be subject at all times to the liability provisions herein. 12.2 For all bores greater than 26-inch diameter and at a depth less than 10.0 feet below bottom of rail, a soil investigation must be performed by Licensee and reviewed by Licensor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Licensor's reasonable opinion that granular material is present, Licensor may select a new location for Licensee's use, or may require Licensee to furnish for Licensor's review and approval, in Licensor's sole discretion, a remedial plan to deal with the granular material. Once Licensor has approved any such remedial plan in writing, Licensee shall, at Licensee's sole cost and expense, carry out the approved plan in accordance with all terms thereof and hereof. 12.3 No wells shall be installed without prior written approval from Licensor. 12.4 Any open hole, boring, or well constructed on the Premises by Licensee shall be safely covered and secured at all times when Licensee is not working in the actual vicinity thereof. Following completion of that portion of the work, all holes or borings constructed on the Premises by Licensee shall be: 12.4.1 filled in to surrounding ground level with compacted bentonite grout; or 12.4.2 otherwise secured or retired in accordance with any applicable Legal Requirement. No excavated materials may remain on Licensor's property for more than ten (10) days, but must be properly disposed of by Licensee in accordance with applicable Legal Requirements. LIABILITY AND INSURANCE 13. Liability and Indemnification. 13.1 For purposes of this License: (a) "Indemnitees" means Licensor and Licensor's affiliated companies, partners, successors, assigns, legal representatives, officers, directors, shareholders, employees, and agents; (b) "Liabilities" means all claims, liabilities, fines, penalties, costs, damages, losses, liens, causes of action, suits, demands, judgments, and expenses (including, without limitation, court costs, reasonable attorneys' fees, costs of investigation, removal and remediation, and governmental oversight costs) environmental or otherwise; and (c) "Licensee Parties" means Licensee and Licensee's officers, agents, invitees, licensees, employees, or contractors, or any party directly or indirectly employed by any of them, or any party they control or exercise control over. - 4 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536A16306 Tracking #23 W-17997/ BF-20561514 13.2 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS INDEMNITEES FOR, FROM, AND AGAINST ANY AND ALL LIABILITIES OF ANY NATURE, KIND, OR DESCRIPTION DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM, OR RELATED TO (IN WHOLE OR IN PART): 13.2.1 THIS LICENSE, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL PROVISIONS, 13.2.2 ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE, 13.2.3 LICENSEE'S OCCUPATION AND USE OF THE PREMISES, 13.2.4 THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED TO BY LICENSEE, OR 13.2.5 ANY ACT OR OMISSION OF ANY LICENSEE PARTY. 13.3 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE NOW AND FOREVER WAIVES AND WILL INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL CLAIMS THAT BY VIRTUE OF ENTERING INTO THIS LICENSE, LICENSOR IS A GENERATOR, OWNER, OPERATOR, ARRANGER, OR TRANSPORTER FOR THE PURPOSES OF THE COMPREHENSIVE ENVIRONMENTAL RESPONSE, COMPENSATION, AND LIABILITY ACT, AS AMENDED ("CERCLA") OR OTHER ENVIRONMENTAL LAWS (DEFINED BELOW). NOTHING IN THIS LICENSE IS MEANT BY EITHER PARTY TO CONSTITUTE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES AND THIS LICENSE SHOULD NOT BE SO CONSTRUED. IF ANY AGENCY OR COURT CONSTRUES THIS LICENSE TO BE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES, LICENSEE AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND INDEMNITEES FOR ANY LIABILITIES RELATED TO THAT CONSTRUCTION OF THIS LICENSE. IN NO EVENT AS BETWEEN LICENSOR AND LICENSEE AS TO USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE SHALL LICENSOR BE RESPONSIBLE TO LICENSEE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. 13.4 IF ANY EMPLOYEE OF ANY LICENSEE PARTY ASSERTS THAT HE OR SHE IS AN EMPLOYEE OF ANY INDEMNITEE, TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM AND AGAINST ANY LIABILITIES ARISING OUT OF OR RELATED TO (IN WHOLE OR IN PART) ANY SUCH ASSERTION INCLUDING, BUT NOT LIMITED TO, ASSERTIONS OF EMPLOYMENT BY AN INDEMNITEE RELATED TO THE FOLLOWING OR ANY PROCEEDINGS THEREUNDER: THE FEDERAL EMPLOYERS' LIABILITY ACT, THE SAFETY APPLIANCE ACT, THE LOCOMOTIVE INSPECTION ACT, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE. 13.5 THE FOREGOING OBLIGATIONS OF LICENSEE SHALL NOT APPLY TO THE EXTENT LIABILITIES ARE PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY INDEMNITEE, BUT SHALL APPLY TO ALL OTHER LIABILITIES, INCLUDING THOSE ARISING FROM OR ATTRIBUTED TO ANY OTHER ALLEGED OR ACTUAL NEGLIGENCE, INTENTIONAL ACTS, OR STRICT LIABILITY OF ANY INDEMNITEE. 13.6 Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit or other proceeding brought against any Indemnitee by any entity, relating to any matter covered by this License for which Licensee has an obligation to assume liability for and/or save and hold harmless any Indemnitee. Licensee shall pay all costs and expenses incident to such defense, including, but not limited to, reasonable attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. - 5 - Form 424, Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 13.7 NOTHING CONTAINED HEREIN SHALL EVER BE CONSTRUED SO AS TO REQUIRE LICENSEE TO CREATE A SINKING FUND OR TO ASSESS, LEVY AND COLLECT ANY TAX TO FUND ITS OBLIGATIONS UNDER THIS SECTION 13. 14. Personal Property Risk of Loss. ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. 15. Insurance. Licensee shall, at its sole cost and expense, procure and maintain during the term of this License the following insurance coverage: 15.1 Commercial General Liability "CGL" Insurance. a. The policy will provide a minimum of $5,000,000 per occurrence and an aggregate limit of at least $10,000,000 but in no event will the coverage be in an amount less than the amount otherwise carried by Licensee. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limited to, the following: ■ Bodily Injury and Property Damage ■ Personal Injury and Advertising Injury ■ Fire legal liability ■ Products and completed operations ■ Contractual Liability for an "Insured Contract" consistent with the definition under the standard ISO general liability policy form. b. This policy will include the following endorsements or language, which shall be indicated on or attached to the certificate of insurance: ■ The definition of "Insured Contract" will be amended to remove any exclusion or other limitation for any work being done within 50 feet of Licensor's property; ■ Waiver of subrogation in favor of and acceptable to Licensor; ■ Additional insured endorsement in favor of and acceptable to Licensor and Jones Lang LaSalle Brokerage, Inc. to include coverage for ongoing and completed operations; ■ Separation of insureds; ■ The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. c. The parties agree that the workers' compensation and employers' liability related exclusions in the CGL policy(s) are intended to apply to employees of the policyholder and will not apply to Licensor's employees. d. No other endorsements that limit coverage with respect to Licensee's obligations under this agreement may be included on the policy. 15.2 Business Automobile Insurance. a. The insurance will provide minimum coverage with a combined single limit of at least $1,000,000 per accident, and include coverage for, but not limited to the following: ■ Bodily injury and property damage. ■ Any and all vehicles owned, used or hired. b. The policy will include the following endorsements or language, which will be indicated on or attached to the certificate of insurance: ■ Waiver of subrogation in favor of and acceptable to Licensor; ■ Additional insured endorsement in favor of and acceptable to Licensor; ■ Separation of insureds; ■ The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. - 6 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 15.3 Workers' Compensation and Employers' Liability Insurance. a. The policy will provide coverage of all employees performing any part of the installation or maintenance of the Pipeline including coverage for, but not limited to: ■ Licensee's statutory liability under the workers' compensation laws of the state(s) in which the work or services under this agreement are to be performed. The policy will cover all of Licensee's employees, regardless of whether such coverage is optional under the law of that state(s). ■ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. b. The policy will include contain the following endorsements or language, which shall be indicated on or attached to the certificate of insurance: ■ Waiver of subrogation in favor of and acceptable to Licensor. 15.4 Railroad Protective Liability Insurance. The policy will name only Licensor as the Insured and will provide coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The coverage obtained under this policy shall only be effective during the initial installation and/or construction of the Pipeline. THE CONSTRUCTION OF THE PIPELINE SHALL BE COMPLETED WITHIN ONE (1) YEAR OF THE EFFECTIVE DATE. If further maintenance of the Pipeline is needed at a later date, an additional Railroad Protective Liability Insurance Policy shall be required. The policy will be issued on a standard ISO form CG 00 35 12 04 and include the following: ■ Endorsed to include the Pollution Exclusion Amendment. ■ Endorsed to include the Limited Seepage and Pollution Endorsement. ■ Endorsed to remove any exclusion for punitive damages. ■ Endorsed to include Evacuation Expense Coverage Endorsement. ■ No other endorsements restricting coverage may be added. ■ The original policy must be provided to Licensor and Licensee shall not perform any work or services of any kind under this agreement until Licensor has reviewed and approved the policy. ■ The definition of "Physical Damage to Property" will be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured's care, custody and control (including, but not limited to rolling stock and their contents, mechanical construction equipment or motive power equipment, railroad tracks, roadbeds, catenaries, signals, tunnels, bridges and buildings) arising out of the acts or omissions of the contractor named on the Declarations." In lieu of providing a Railroad Protective Liability Policy, for a period of one (1) year from the Effective Date, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. The limits of coverage are the same as above. The cost is $1,266.00. VLicensee may elect to participate in Licensor's Blanket Policy; ❑ Licensee declines to participate in Licensor's Blanket Policy. 15.5 Intentionally deleted. 15.6 Other Requirements: 15.6.1 Where allowable bylaw, no exclusion for punitive damages maybe included in any policy. 15.6.2 Licensee agrees to waive its right of recovery against Licensor for all claims and suits against Licensor. In addition, Licensee's insurers, through the terms of the policy or policy endorsement, waive their right of subrogation against Licensor for all claims and suits. Licensee further waives its right of recovery, and its insurers also waive their right of - 7 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 subrogation against Licensor for loss of Licensee's owned or leased property or property under Licensee's care, custody, or control. 15.6.3 Licensee is allowed to self -insure. Any self -insured retention or other financial responsibility for claims shall be covered directly by Licensee in lieu of insurance. Any and all Licensor liabilities that would otherwise, in accordance with the provisions of this License, be covered by Licensee's insurance will be covered as if Licensee elected not to include a self -insured retention or other financial responsibility for claim 15.6.4 Prior to entering the Premises or commencing any work related to the installation or subsequent maintenance of the Pipeline, Licensee shall furnish to Licensor an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. 15.6.5 Licensee shall notify BNSF in writing at least 30 days prior to any cancellation or non - renewal, of any insurance requirement. 15.6.6 Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. 15.6.7 If the coverage provided by any of the insurance policies required by this agreement is purchased on a "claims made" basis, Licensee hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this agreement. 15.6.8 Licensee agrees to provide evidence to Licensor that it has the required coverage in place at least annually or in the event of a renewal or material change of coverage 15.6.9 Licensee represents that this License has been thoroughly reviewed by Licensee's insurance agent(s)/broker(s), and that Licensee has instructed them to procure the insurance coverage required by this License. 15.6.10 Not more frequently than once every five years, Licensor may, at its discretion, reasonably modify the insurance requirements to reflect the then -current risk management practices in the railroad industry and underwriting practices in the insurance industry. 15.6.11 If Licensee will subcontract any portion of the operation, Licensee shall require that the subcontractor provide and maintain insurance coverage(s) as set forth herein, naming Licensor as an additional insured. In addition, Licensee shall require that the subcontractor shall release, defend and indemnify Licensee to the same extent and under the same terms and conditions as Licensee is required to release, defend and indemnify Licensor under this agreement. 15.6.12 Failure to provide evidence as required by this section shall entitle, but not require, Licensor to terminate this License immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Licensee's obligations hereunder. 15.6.13 The fact that Licensee obtains insurance (including, without limitation, self-insurance) shall not release or diminish Licensee's liabilities or obligations including, without limitation, the liabilities and obligations under the indemnity provisions of the License. Damages recoverable by Licensor shall not be limited by the amount of the required insurance coverage. 15.6.14 In the event of a claim or lawsuit involving BNSF arising out of this Agreement, Licensee will make the policy covering such claims or lawsuits available to BNSF with proprietary information not relevant to such claim or lawsuit permitted to be redacted. - 8 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 15.6.15 In the event of willful misconduct or gross negligence by Licensee, BNSF requires and shall be entitled to the broader coverage and/or the higher limits that the Licensee maintains beyond the minimum requirements specified in this Agreement, BNSF requires and shall be entitled to the broader coverage and/or the higher limits. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to BNSF. 15.6.16 These insurance provisions are intended to be a separate and distinct obligation on the part of the Licensee. Therefore, these provisions shall be enforceable and Licensee shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work or services are performed under this License. 15.6.17 For purposes of this Section 15, Licensor shall mean "Burlington Northern Santa Fe, LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. COMPLIANCE WITH LAWS, REGULATIONS, AND ENVIRONMENTAL MATTERS 16. Compliance with Laws, Rules, and Regulations. 16.1 Licensee shall observe and comply with any and all applicable federal, state, local, and tribal laws, statutes, regulations, ordinances, orders, covenants, restrictions, or decisions of any court of competent jurisdiction ("Legal Requirements") relating to the construction, maintenance, and use of the Pipeline and the use of the Premises. 16.2 Prior to entering the Premises, Licensee shall and shall cause its contractor(s) to comply with all of Licensor's applicable safety rules and regulations. Licensee must ensure that each of its employees, contractors, agents or invitees entering upon the Premises completes the safety orientation program at the Website "www.BNSFcontractor.com" (the "Safety Orientation") within one year prior to entering upon the Premises. Additionally, Licensee must ensure that each and every employee of Licensee, its contractors, agents and invitees possess a card certifying completion of the Safety Orientation prior to entering upon the Premises. Licensee must renew (and ensure that its contractors, agents or invitees, as applicable, renew) the Safety Orientation annually. 16.3 Licensee shall obtain on or before the date it or its contractor enters the Premises, any and all additional rights -of way, easements, licenses and other agreements relating to the grant of rights and interests in and/or access to the Premises (collectively, the "Rights") and such other rights, licenses, permits, authorizations, and approvals (including without limitation, any necessary local, state, federal or tribal authorizations and environmental permits) that are necessary in order to permit Licensee to construct, maintain, own and operate the Pipeline and otherwise to perform its obligations hereunder in accordance with the terms and conditions hereof. 16.4 Licensee shall either require that the initial stated term of each such Rights be for a period that does not expire, in accordance with its ordinary terms, prior to the last day of the term of this License or, if the initial stated term of any such Right expires in accordance with its ordinary terms on a date earlier than the last day of the term of this License, Licensee shall, at its cost, exercise any renewal rights thereunder, or otherwise acquire such extensions, additions and/or replacements as may be necessary, in order to cause the stated term thereof to be continued until a date that is not earlier than the last day of the term of this License. 16.5 Upon the expiration or termination of any Right that is necessary in order for Licensee to own, operate or use the Pipeline in accordance with the terms and conditions of this License, this License thereby shall automatically expire upon such expiration or termination of the Right. - 9 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 17. Environmental. 17.1 Licensee shall strictly comply with Environmental Laws (as defined below). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by Environmental Laws on the Premises. Licensee shall not release or suffer the release of oil or Hazardous Materials (as defined below) on or about the Premises. 17.2 Except as specifically set forth in Section 4 of this License, Licensee covenants that it will not handle or transport Hazardous Materials through the Pipeline or on Licensor's property. Upon request by Licensor, Licensee agrees to furnish Licensor with proof, satisfactory to Licensor, that Licensee is in compliance with the provisions of this Section 17.2. 17.3 Licensee shall give Licensor immediate notice to Licensor's Resource Operations Center at (800) 832-5452 of any known (i) release of Hazardous Materials on, from, or affecting the Premises, (ii) violation of Environmental Laws, or (iii) inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Licensee's use of the Premises. Licensee shall use its best efforts to immediately respond to any release on, from, or affecting the Premises. Licensee also shall give Licensor prompt notice of all measures undertaken on behalf of Licensee to investigate, remediate, respond to or otherwise cure such release or violation. 17.4 If Licensor has notice from Licensee or otherwise of a release or violation of Environmental Laws arising in any way with respect to the Pipeline which occurred or may occur during the term of this License, Licensor may require Licensee, at Licensee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises or Licensor's right-of-way. 17.5 Licensee shall immediately report to Licensor's Resource Operations Center at (800) 832-5452 any conditions or activities upon the Premises known to Licensee which create a risk of harm to persons, property or the environment and shall take all reasonable actions necessary to prevent injury to persons, property, or the environment arising out of such conditions or activities; provided, however, that Licensee's reporting to Licensor shall not relieve Licensee of any obligation whatsoever imposed on it by this License. Licensee shall promptly respond to Licensor's request for information regarding said conditions or activities. 17.6 During the term of this License, Licensor may, at Licensor's option, require Licensee to conduct an environmental audit, including but not limited to sampling, of the Premises through an environmental consulting engineer acceptable to Licensor, at Licensee's sole cost and expense, to determine if any noncompliance or environmental damage to the Premises has occurred during occupancy thereof by Licensee. The audit shall be conducted to Licensor's satisfaction and a copy of the audit report shall promptly be provided to Licensor for its review. Licensee shall pay all expenses for any remedial or corrective action that may be required as a result of said audit to correct any noncompliance or environmental damage, and Licensee shall diligently pursue and complete all necessary work prior to termination of this License. Licensee's obligations under this Section 17.6 shall survive termination of this License. 17.7 Notwithstanding anything in this Section 17, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine Licensee's compliance with Environmental Laws, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is compliant. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. 17.8 "Environmental Law(s)" shall mean any federal, state, local, or tribal law, statute, ordinance, code, rule, regulation, policy, common law, license, authorization, decision, order, or injunction which pertains to health, safety, any Hazardous Material, or the environment (including but not limited to ground, air, water, or noise pollution or contamination, and underground or above- ground tanks) and shall include, without limitation, CERCLA 42 U.S.C. §9601 et seq.; the Resource Conservation and Recovery Act, 42 U.S.C. §6901 et seq.; the Hazardous Materials Transportation Act, 49 U.S.C. §5101 et seq.; the Federal Water Pollution Control Act, 33 U.S.C. - 10 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536A16306 Tracking #23 W-17997/ BF-20561514 §1251 et seq.; the Clean Air Act, 42 U.S.C. §7401 et seq.; the Toxic Substances Control Act, 15 U.S.C. §2601 et seq.; the Safe Drinking Water Act, 42 U.S.C. §300f et seq.; the Emergency Planning and Community Right -to -Know Act, 42 U.S.C. 11001 et seq.; the Federal Insecticide, Fungicide and Rodenticide Act, 7 U.S.C. 136 to 136y; the Oil Pollution Act, 33 U.S.C. 2701 et seq.; and the Occupational Safety and Health Act, 29 U.S.C. 651 et seq.; all as have been amended from time to time, and any other federal, state, local, or tribal environmental requirements, together with all rules, regulations, orders, and decrees now or hereafter promulgated under any of the foregoing, as any of the foregoing now exist or may be changed or amended or come into effect in the future. 17.9 "Hazardous Material(s)" shall include but shall not be limited to any substance, material, or waste that is regulated by any Environmental Law or otherwise regulated by any federal, state, local, or tribal governmental authority because of toxic, flammable, explosive, corrosive, reactive, radioactive or other properties that may be hazardous to human health or the environment, including without limitation asbestos and asbestos -containing materials, radon, petroleum and petroleum products, urea formaldehyde foam insulation, methane, lead -based paint, polychlorinated biphenyl compounds, hydrocarbons or like substances and their additives or constituents, pesticides, agricultural chemicals, and any other special, toxic, or hazardous (i) substances, (ii) materials, or (iii) wastes of any kind, including without limitation those now or hereafter defined, determined, or identified as "hazardous chemicals", "hazardous substances," "hazardous materials," "toxic substances," or "hazardous wastes" in any Environmental Law. DISCLAIMER OF WARRANTIES 18. No Warranties. 18.1 LICENSER'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY IMPLIED DUTIES OR IMPLIED WARRANTIES, NOW OR IN THE FUTURE. NO REPRESENTATIONS OR WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE PREMISES OR WHICH MAY EXIST BY OPERATION OF LAW OR IN EQUITY, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 18.2 LICENSOR MAKES NO WARRANTY, REPRESENTATION OR CONDITION OF ANY KIND, EXPRESS OR IMPLIED, CONCERNING (A) THE SCOPE OF THE LICENSE OR OTHER RIGHTS GRANTED HEREUNDER TO LICENSEE OR (B) WHETHER OR NOT LICENSEE'S CONSTRUCTION, MAINTENANCE, OWNERSHIP, USE OR OPERATION OF THE PIPELINE WILL VIOLATE OR INFRINGE UPON THE RIGHTS, INTERESTS AND ESTATES OF THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY LEASES, USE RIGHTS, EASEMENTS AND LIENS OF ANY THIRD PARTY. 19. Disclaimer of Warranty for Quiet Enjoyment. LICENSOR DOES NOT WARRANT ITS TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. 20. Eviction at Risk of Licensee. In case of the eviction of Licensee by anyone owning, claiming title to, or claiming any interest in the Premises, or by the abandonment by Licensor of the affected rail corridor, Licensor shall not be liable (i) to refund Licensee any compensation paid hereunder, except for the pro- rata part of any recurring charge paid in advance, or (ii) for any damages or costs Licensee sustains in connection with the eviction. LIENS AND TAXES 21. Liens and Charges. Licensee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Licensee on the Premises. - 11 - Form 424, Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 Licensor is hereby authorized to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by law to prevent the attachment of any such liens to the Premises; provided, however, that failure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under this Section 21 or any other Section of this License. 22. Taxes. Licensee shall pay when due any taxes, assessments or other charges (collectively, "Taxes") levied or assessed by any governmental or quasi -governmental body upon the Pipeline or any other improvements constructed or installed on the Premises by or for Licensee (collectively, the "Improvements") or any Taxes levied or assessed against Licensor or the Premises that are attributable to the Improvements. DEFAULT, TERMINATION, AND SURRENDER 23. Default and Termination. In addition to and not in limitation of Licensor's right to terminate for failure to provide evidence of insurance as required pursuant to the terms of Section 15, the following events are also deemed to be events of default pursuant to which Licensor has the right to terminate as set forth below: 23.1 If default shall be made in any of Licensee's covenants, agreements, or obligations contained in this License and Licensee fails to cure said default within thirty (30) days after written notice is provided to Licensee by Licensor, or in case of any assignment or transfer of this License in violation of Section 26 below, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. Notwithstanding the foregoing, Licensor shall have the right to terminate this License immediately if Licensee fails to provide evidence of insurance as required in Section 15. 23.2 Should Licensee not comply fully with the obligations of Section 17 regarding the handling or transporting of Hazardous Materials, notwithstanding anything contained in any other provision of this License, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. 23.3 Any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedies set forth in this Section 23 shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. 23.4 Intentionally Deleted. 24. Surrender of the Premises. 24.1 On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense: 24.1.1 if so directed by Licensor in writing, remove the Improvements, the Pipeline and all appurtenances thereto, or, at the sole discretion of Licensor, fill and cap or otherwise appropriately decommission the Pipeline with a method satisfactory to Licensor; 24.1.2 report and restore any damage to the Premises or Licensor's other property arising from, growing out of, or connected with Licensee's use of the Premises; 24.1.3 remedy any unsafe conditions on the Premises created or aggravated by Licensee; and 24.1.4 leave the Premises in substantially the condition which existed as of the Effective Date, or as otherwise agreed to by Licensor. - 12 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 24.2 Upon any expiration or termination of this License, if Licensee fails to surrender the Premises to Licensor or if Licensee fails to complete its obligations under Section 24.1 above (the "Restoration Obligations"), Licensee shall have a limited license to enter upon the Premises solely to the extent necessary for Licensee to complete the Restoration Obligations, and all liabilities and obligations of Licensee hereunder shall continue in effect until the Premises are surrendered and the Restoration Obligations are completed. Neither termination nor expiration shall release Licensee from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Licensee surrenders the Premises and all of the Restoration Obligations are completed. 24.3 If Licensee fails to complete the Restoration Obligations within thirty (30) days after the date of such termination of its tenancy, then Licensor may, at its election, either: (i) remove the Pipeline and the other Improvements or otherwise restore the Premises, and in such event Licensee shall, within thirty (30) days after receipt of bill therefor, reimburse Licensor for cost incurred, (ii) upon written notice to Licensee, take and hold the Pipeline and the other Improvements and personal property as its sole property, without payment or obligation to Licensee therefor, or (iii) specifically enforce Licensee's obligation to restore and/or pursue any remedy at law or in equity against Licensee for failure to so restore. Further, if Licensor has consented to the Pipeline and the other Improvements remaining on the Premises following termination, Licensee shall, upon request by Licensor, provide a bill of sale in a form acceptable to Licensor conveying the Pipeline and the other Improvements to Licensor for no additional consideration. MISCELLANEOUS 25. Successors and Assigns. All provisions contained in this License shall be binding upon, inure to the benefit of, and be enforceable by the respective successors and assigns of Licensor and Licensee to the same extent as if each such successor and assign was named a party to this License. 26. Assignment. 26.1 Licensee may not sell, assign, transfer, or hypothecate this License or any right, obligation, or interest herein (either voluntarily or by operation of law, merger, or otherwise) without the prior written consent of Licensor, which consent may not be unreasonably withheld or delayed by Licensor. Any attempted assignment by Licensee in violation of this Section 26 shall be a breach of this License and, in addition, shall be voidable by Licensor in its sole and absolute discretion. 26.2 For purposes of this Section 26, the word "assign" shall include without limitation (a) any sale of the equity interests of Licensee following which the equity interest holders of Licensee immediately prior to such sale own, directly or indirectly, less than 50% of the combined voting power of the outstanding voting equity interests of Licensee, (b) any sale of all or substantially all of the assets of (i) Licensee and (ii) to the extent such entities exist, Licensee's parent and subsidiaries, taken as a whole, or (c) any reorganization, recapitalization, merger or consolidation involving Licensee. Notwithstanding the foregoing, any reorganization, recapitalization, merger or consolidation following which the equity interest holders of Licensee immediately prior to such reorganization, recapitalization, merger or consolidation own, directly or indirectly, at least 50% of the combined voting power of the outstanding voting equity interests of Licensee or any successor thereto or the entity resulting from such reorganization, recapitalization, merger or consolidation shall not be deemed an assignment. THIS LICENSE SHALL NOT RUN WITH THE LAND WITHOUT THE EXPRESS WRITTEN CONSENT OF LICENSOR, SUCH CONSENT TO BE IN LICENSOR'S SOLE DISCRETION. 26.3 Notwithstanding the provisions of Section 26.1 above or anything contained in this License to the contrary, if Licensee sells, assigns, transfers, or hypothecates this License or any interest herein in contravention of the provisions of this License (a "Purported Assignment") to another party (a "Purported Transferee"), the Purported Transferee's enjoyment of the rights and privileges granted under this License shall be deemed to be the Purported Transferee's agreement to be bound by all of the terms and provisions of this License, including but not limited to the obligation to comply with the provisions of Section 15 above concerning insurance requirements. In - 13 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 addition to and not in limitation of the foregoing, Licensee, for itself, its successors and assigns, shall indemnify, defend and hold harmless Licensor for all Liabilities of any nature, kind or description of any person or entity directly or indirectly arising out of, resulting from or related to (in whole or in part) a Purported Assignment. The provisions of this Section 26.3 shall survive the expiration or earlier termination of this License. 26.4 Licensor shall have the right to transfer and assign, in whole or in part, all of its rights and obligations under this License, and upon any such transfer or assignment, Licensor shall be released from any further obligations hereunder, and Licensee agrees to look solely to the successor in interest of Licensor for the performance of such obligations. 27. Notices. Any notice, invoice, or other writing required or permitted to be given hereunder by one party to the other shall be in writing and the same shall be given and shall be deemed to have been served and given if (i) placed in the United States mail, certified, return receipt requested, or (ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the party to be notified at the address for such party specified below, or to such other address as the party to be notified may designate by giving the other party no less than thirty (30) days' advance written notice of such change in address. If to Licensor: Jones Lang LaSalle Brokerage, Inc. 2650 Lou Menk Dr MOB 2 Fort Worth, TX 76131 Attn: Permits/Licenses with a copy to: BNSF Railway Company 2650 Lou Menk Dr. Fort Worth, TX 76131 Attn: Senior Manager Real Estate If to Licensee: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 28. Survival. Neither termination nor expiration will release either party from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date when the Pipeline and the other Improvements are removed and the Restoration Obligations are completed in accordance with the terms hereof. 29. Recordation. It is understood and agreed that this License shall not be placed or allowed to be placed on public record. 30. Applicable Law. All questions concerning the interpretation or application of provisions of this License shall be decided according to the substantive laws of the State of Texas without regard to conflicts of law provisions. 31. Severability. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. 32. Integration. This License is the full and complete agreement between Licensor and Licensee with respect to all matters relating to Licensee's use of the Premises, and supersedes any and all other agreements - 14 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 Tracking #23 W-17997/ BF-20561514 between the parties hereto relating to Licensee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Licensee or Licensee's obligation to defend and hold Licensor harmless in any prior written agreement between the parties. 33. Joint and Several Liability. If Licensee consists of two or more parties, all the covenants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 34. Waiver. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. 35. Interpretation. 35.1 This License shall be interpreted in a neutral manner, and not more strongly for or against any party based upon the source of the draftsmanship; both parties hereby agree that this License shall not be subject to the principle that a contract would be construed against the party which drafted the same. Article titles, headings to sections and paragraphs and the table of contents (if any) are inserted for convenience of reference only and are not intended to be a part or to affect the meaning or interpretation hereof. The exhibit or exhibits referred to herein shall be construed with and as an integral part of this License to the same extent as if they were set forth verbatim herein. 35.2 As used herein, "include", "includes" and "including" are deemed to be followed by "without limitation" whether or not they are in fact followed by such words or words of like import; "writing", "written" and comparable terms refer to printing, typing, lithography and other means of reproducing words in a visible form; references to any person are also to that person's successors and permitted assigns; "hereof', "herein", "hereunder" and comparable terms refer to the entirety hereof and not to any particular article, section, or other subdivision hereof or attachment hereto; references to any gender include references to the masculine or feminine as the context requires; references to the plural include the singular and vice versa; and references to this License or other documents are as amended, modified or supplemented from time to time. 36. Counterparts. This License may be executed in multiple counterparts, each of which shall, for all purposes, be deemed an original but which together shall constitute one and the same instrument, and the signature pages from any counterpart may be appended to any other counterpart to assemble fully executed documents, and counterparts of this License may also be exchanged electronically and any electronic version of any party's signature shall be deemed to be an original signature for all purposes. 37. Licensor's Representative. Jones Lang LaSalle Brokerage, Inc. is acting as representative for BNSF Railway Company. END OF PAGE — SIGNATURE PAGE FOLLOWS - 15 - Form 424; Rev. 20200605 Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536A16306 Tracking #23W-17997/ BF-20561514 This License has been duly executed by the parties hereto as of the Effective Date. LICENSOR: BNSF Railway Company, a Delaware corporation By: EDocuSigned by: F3EOC1EA645A444�iU�t �ula,6�S ... By: Cary Hutchings Title: Director, Corporate Real Estate LICENSEE: City of Fort Worth, a Texas municipality By: By: Jesica McEachern Title: Assistant City Manager - 16 - Form 424; Rev. 20200605 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusiqn Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 TRACKING NO. 23W-17997 SCALE:1 IN = 100 FT EXHIBIT "A" RED RIVER DIV. CHOCTAW (FT WORTH) SUBDIV. L.S. 0485 (7500) MP: 1.17 DATE: 3/21 /2025 iNOTE ALL TRACKAGE AND IMPROVEMENTS IN TRACK CORRIDOR ARE LEASED BY BF-34115 TO UNION PACIFIC RAILWAY COMPANY S'1 a�et0a� EXITING PIPELINE UNDER X — UNKNOWN AGREEMENT TO BE ABANDONED CARRIER PIPE DESCRIPTION OF PIPELINE PIPELINE SHOWN BOLD CASING PIPE St NQeair MP 1.17 32.7640523,-97.3238761 2 r. L 0 �F N SIZE: 8" 20" LENGTH ON R/W: CONTENTS: POTABLE WATER WORKING PRESSURE: PIPE MATERIAL: DUCT. IRON STEEL BURY: BASE/RAIL TO TOP SPECIFICATIONS / GRADE: 350 PSI A139 GRADE B OF CASING WALLTHICKNESS: 0.25" 0.375" BURY: NATURAL GROUND COATING: ASPHALTIC COALTAR BURY: ROADWAY DITCHES CATHODIC PROTECTION VENTS: NUMBER 0 SIZE - HEIGHT OF VENT ABOVE GROUND - NOTE: CASING TO BE JACKED OR DRY BORED ONLY FORT WORTH SURVEY: BRIGGS, R IN I 11�11a,\1�111 51 Maxar, Microsoft NOTE: ABANDONMENT PIPE WILL NEED TO BE FILLED WITH FLOWABLE GROUT. CARRIER CASING PIPE PIPE 43' 43' 90 PSI 9.3' 7' COUNTY OF TARRANT STATE OF TX NO JPM LO rn LO ti LL w '.i GO 2E DRAWING NO. 93792 Docusign Envelope ID: B5B04D89-F9214CDE-A87A-9DF536A16306 PIPELINE LICENSE ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH CONTRACT COMPLIANCE MANAGER: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. By: Clayton Torrance, P.E. Project Manager �Cha -her ardev By: Christopher Harder (Jun 30, 2025 08:44 CDT) Christopher Harder, P.E. Director, Water Department CONTRACT AUTHORIZATION M&C: N/A Date Approved: N/A FORM 1295: N/A APPROVED AS TO FORM AND LEGALITY: IN Douglas Black (Jul 2, 202511:08 CDT) Douglas W. Black Senior Assistant City Attorney ATTEST AS TO CITY MANAGER SIGNATURE: By: %FORTS a a a oo 00, Jannette Goodallo a �o ° o�'., City Secretary o° °°o =d a as a n rEx A54ba nnnaaaoo. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: B5B04D89-F921-4CDE-A87A-9DF536Al6306 @( i L L April 8, 2025 City of Fort Worth Attention: Clayton Torrance P. O. Box 870 Fort Worth, Texas, 76102 Re: Decommission of Unpermitted Pipeline Dear Mr. Torrance: This letter is in response to the pipeline that Ci Jones Lang LaSalle Brokerage, Inc. 2650 Lou Menk Dr M0132 Fort Worth, TX 76131 ty The existing casing, that was unpermitted, will be abandoned and followed by the Utility Accommodation Policy Variance Request Letter that was submitted and approved by the BNSF engineer on April 7, 2025. Licensee shall notify Licensor's Roadmaster, at Andrew. Cappelle@BNSF.com, telephone 682-276-5392 at least ten (10) business days prior to removal of the Pipeline and prior to entering the Premises to determine if flagging is required. You are also required to line locate all lines under the ground in the area of your digging at your expense. Also, before you can dig you must contact BNSF DIG Hotline at 1-800-533-2891 to locate all signal lines owned by BNSF. Such termination shall not release any party hereto from any liability or obligation under the instrument(s) hereby terminated, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or thereafter in case by the terms of said instrument(s) it is provided that anything shall or may be done after termination hereof. Please acknowledge in the space provided below and return a copy to this office. Should you have any questions relative to this matter, please contact me at (817) 593-6140. Sincerely, Carlie Hennig Permit Manager ACKNOWLEDGE AND ACCEPT: By: C _VLC)�,� Title: Assistant City Manager Date: 07/08/2025 Cc: Andrew Cappelle - BNSF Road master -Andrew. Cappelle@bnsf.com Jeffrey Estes - BNSF Engineering - Jeffrey. Estes@bnsf.com Project No. 0803539 PIPELINE AGREEMENT Mile Post: 754.46-754.48, Choctaw Subdivision Location: Fort Worth, Tarrant County, Texas This PIPELINE AGREEMENT ("Agreement") is made and entered into as of the day of , 202_ ("Effective Date"), by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, to be addressed at 1400 Douglas Street, MS 1690, Omaha, Nebraska 68179 ("Licensor"), and CITY OF FORT WORTH, to be addressed at 200 Texas Street, Fort Worth, Texas 76102 ("Licensee"). IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: Article 1. LICENSOR GRANTS RIGHT. A. In consideration of the license fee to be paid by Licensee set forth below and in further consideration of the covenants and agreements to be performed by Licensee, Licensor hereby grants to Licensee the right to construct and thereafter, during the term hereof, maintain and operate an 8 inch DIP pipe conveying potable water encased in 20 inch steel pipe only, including any appurtenances required for the operation of said pipeline (collectively, "Licensee's Facilities") across Licensor's real property, trackage, or other facilities located in Fort Worth, Tarrant County, State of Texas ("Railroad Property"). The specific specifications and limited purpose for Licensee's Facilities on, along, across and under Railroad Property are described in and shown on the Print and Specifications dated June 6, 2025, attached hereto as Exhibit Al, A2, and A3 and made a part hereof. B. Licensee's Facilities will (i) only be used for transporting and conveying potable water and (ii) not be used to convey any other substance, any fiber optic cable, or for any other use, whether such use is currently technologically possible, or whether such use may come into existence during the life of this Agreement. C. Licensee acknowledges that if it or its contractor provides Licensor with digital imagery depicting Licensee's Facilities ("Digital Imagery"), Licensee authorizes Licensor to use the Digital Imagery in preparing Exhibit Al, A2 and A3. Licensee, through a license or otherwise, has the right to use the Digital Imagery and to permit Licensor to use the Digital Imagery in said manner. Article 2. TERM. This Pipeline Agreement shall take effect as of the Effective Date first herein written and shall continue in full force and effect. Article 3. LICENSEE FEE. Upon execution of this Agreement, Licensee shall pay to Licensor a one-time license fee of Seven Thousand One Hundred Sixty Dollars ($7,160.00). Article 4. LICENSEE'S COMPLIANCE WITH GENERAL TERMS. All work on Licensee's Facilities performed by Licensee or its contractors will strictly comply with all terms and conditions set forth herein, including the General Terms and Conditions, attached hereto as Exhibit B and made a part hereof. Article 5. INSURANCE. A. During the term of this Agreement, Licensee shall fully comply or cause its contractor(s) to fully comply with the insurance requirements described in Exhibit C, attached hereto and made a part hereof. Licensee shall send copies of all insurance documentation (e.g., certificates, endorsements, etc.) to Licensor at the address listed in the "NOTICES" Section of this Agreement. B. If Licensee is subject to statute(s) limiting its insurance liability and/or limiting its ability to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply. Article 6. IF WORK IS PERFORMED BY CONTRACTOR. If a contractor is hired by Licensee to perform any work on Licensee's Facilities, then Licensee shall require its contractor(s) to execute Licensor's then -current form of Contractor's Right of Entry Agreement ("CROE"). Licensee acknowledges that: (i) the CROE attached hereto as Exhibit D and made a part hereof is the most current form available as of the Effective Date; and (ii) the terms and conditions of the CROE are subject to change by Licensor, such changes to be made at Licensor's sole discretion. Licensee shall require its contractors to execute the CROE before any contractors are allowed onto Railroad Property pursuant Licensee's notification requirements set forth in the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of Exhibit B. Article 7. ATTORNEYS' FEES, EXPENSES, AND COSTS. If litigation or other court action or similar adjudicatory proceeding is undertaken by Licensee or Licensor to enforce its rights under this Agreement, all fees, costs, and expenses, including, without limitation, reasonable attorneys' fees and court costs, of the prevailing Party in such action, suit, or proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is rendered. The provisions of this Article shall survive the termination of this Agreement. The waiver by Licensor of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by Licensee shall in no way impair the right of Licensor to avail itself of any remedy for any subsequent breach thereof. Article 9. ASSIGNMENT. A. Licensee shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of Licensor, which must be requested in writing by Licensee. Any assignment or attempted transfer of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without Licensor's written consent, will be absolutely void and may result in Licensor's termination of this Agreement pursuant to the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of Exhibit B. B. Upon Licensor's written consent to any assignment, this Agreement will be binding upon and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators. Article 10. SEVERABILITY. Any provision of this Agreement which is determined by a court of competent jurisdiction to be invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which shall not invalidate or otherwise render ineffective any other provision of this Agreement. Article 11. NOTICES. Except Licensee's commencement of work notice(s) required under Exhibit B, all other notices required by this Agreement must be in writing, and (i) personally served upon the business address listed below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or (iii) by certified mail, return receipt requested to the Notice Address. Overnight express delivery notices will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days after deposit with the United States Postal Service. If to Licensor: Union Pacific Railroad Company Attn: Analyst — Real Estate Utilities (Project No. 0803539) 1400 Douglas Street, MS 1690 Omaha, Nebraska 68179 If to Licensee: City of Fort Worth Attn: Walter Norwood 200 Texas Street Fort Worth, TX 76102 Article 12. SPECIAL PROVISION — ONSITE OBSERVATION/INSPECTION. Licensor requires licensee to provide monitoring of tracks and on -site observation and/or inspection through Licensor approved inspector named below during all construction and installation work. Licensee is to directly coordinate services with the named inspector. Railpros Field Services Email: RP.Utilitynrailpros.com Phone (682)223-5271 Article 13. SPECIAL PROVISONS - ABANDONMENT. The abandonment of the pipeline located within Peach Street for which no previous license agreement was found shall be completed following the Guidelines for Abandonment and Removal of Subsurface Structures on Union Pacific Railroad Right of Way, marked as Exhibit E, attached hereto and hereby made a part hereof. [Signature Page Follows] IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the Effective Date. UNION PACIFIC RAILROAD COMPANY, CITY OF FORT WORTH, a Delaware corporation a Texas municipal corporation By: _ Title: By: _ Title: Approved as to Form and Legality: Matt Murray Senior Assistant City attorney Form 1295: N/A Attest: Jannette S. Goodall City Secretary M&C: Date: CONTRACT COMPLIANCE MANAGER By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Name: Title: � 5, "a. NON-FLAMMABLE LIQUID EICROSSING PIPELINE ❑ ENCROACHMENT ❑ BOTH B UPRR R. 0. W. 2522 FT. - I 2758 1 I �2 Lo u a 2118 FT. 536 F T. a w w Y f I 95 DEG. f cr z I co AN OF 0 a Z CROSSING J DESCRIBE I " DESCRIBE FIXED OBJECT I FIXED OBJECT CROSSING TRACK CROSSING TRACK Cold Springs Rd. CIL I E. Belknap St. CIL w NORTH (DOT: 275252L) (DOT: 797651 P) --------------------------- -q� ------------------------- -f-- UPRR W. PLAN SCALE: NONE �,I� C:13 alo OUTER OUTER dlo TRACK TRACK 25 FT. 50 FT. 205.OFT. I 46 FT. ► Cf 98 FT. 61 FT. VENT PIPE 3 I � I TOTAL TRACKS ' NA FT. NA FT. I_FT. GROUND SURFACE DRAINAGE ' �DITCH I 1 ll" 10.8 FT��� I —FT. � 5.2FT.q- i I I B ^J CASING PIPE SECT I ON CARRIER PIPE SCALE: NONE LONGITUDINAL PIPE ENCROACHMENT NOTES: 1) ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK 2) REFER TO AREMA VOLUME 1. CHAPTER 1. PART 5. SECTION 5.1 A) METHOD OF INSTALLATION BOREDANDJACKED B) DIST. FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT BUILDING AMERICAO C) SIGNS PROVIDED? AT MINIMUM SIGNS WILL BE PROVIDED AS STATED ABOVE D) CARRIER MATERIAL DIP . IF RCP, CLASS V? NA COMMODITY TO BE CONVEYED POTABLE WATER EXHIBIT " A'= 2 OPERATIONAL PRESSURE 350 PSI. MAOP 350 PSI. SUBDIVISION: Choctaw Sub. WALL THICKNESS (INCH)/ SCHEDULE 025 DIAMETER 8 IN. CATHODIC/COATING PROTECTION YES TRACK TYPE: MAINLINE E) CASING MATERIAL STEELPIPE IF RCP, CLASS V? NA M.P.: 754.48 LAT.: 32.764053 TOTAL LENGTH CASING PIPE: 05 FT. WALL THICKNESS 0.375 IN. DIAMETER 20 IN. E.S.M.: 8162+66 1 LONG.: _97.323875 CATHODIC/COATING PROTECTION YES NEAREST CITY: COUNTY: STATE: CASING PIPE IS OPEN AT THE ENDS. FT WORTH TARRANT Tx F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF APPLICANT: CITYOFFORTWORTH BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES 46 AND 61 FILE NO.: 0803539 DATE: 6i6i2025 NON-FLAMMABLE LIQUID 0 CROSSING PIPELINE El ENCROACHMENT El BOTH B UPRR R. 0. W. 2452 FT, I 2828 FT. L I r ®FT. 536FT. cl- Uj w o J too DEG. f z I ANGLE OF rr a- i fr CROSSING TRACK CROSSING CL -7 DESCRIBE I " DESCRIBE FIXED OBJECT I FIXED OBJECT CROSSING TRACK E. Belknap St. C/L oN NORTH (DOT: 797651 P) --------------------------- _p� ------------------------- �_— UPRR W. PLAN SCALE: NONE CL OUTER OUTER Ala i� TRACK TRACK =id 25 FT. I 50 FT. I I I I 205.0FT. 46 FT. —+ 98 FT. 61 FT, VENT PIPE 3 I I NA FT, TOTAL TRACKS ' NA FT. NA FT, I GROUNDS DRAINAGE SURFAC i DITCH 8.8 FT. - I — t 5.2 F T. FT. � I I CASING PIPE SECTION CARRIER PIPE SCALE: NONE LONGITUDINAL PIPE ENCROACHMENT NOTES: 1) ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK 2) REFER TO AREMA VOLUME 1. CHAPTER 1. PART 5. SECTION 5.1 A) METHOD OF INSTALLATION BOREDANDJACKED B) DIST. FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT BUILDING AMERICA" C) SIGNS PROVIDED? AT MINIMUM SIGNS WILL BE PROVIDED AS STATED ABOVE D) CARRIER MATERIAL DIP . IF RCP, CLASS V? NA COMMODITY TO BE CONVEYED POTABLE WATER E X H I B I T " A" 3 OPERATIONAL PRESSURE 350 PSI. MAOP 350 PSI. WALL THICKNESS (INCH)/ SCHEDULE 0.25 DIAMETER 8 IN. SUBDIVISION: Choctaw sub. CATHODIC/COATING PROTECTION YES —RACK TYPE: MAINLINE F) CASING MATERIAL STEELPIPE_ _ - -- IF RCP, CLASS V7 NA M.P.: 754.46 LAT.. 32.764053 TOTAL LENGTH CASING PIPE:205 FT. WALL THICKNESS 0.375 IN. DIAMETER 20 IN. E.S.M.; 12eao+89t LONG,:-97.323875 CATHODICICOATING PROTECTION YES NEAREST CITY. COUNTY: STATLo CASING PIPE IS OPEN AT THE ENDS. FT WORTH TARRANT TX F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF APPLICANT: CITY OF FORT WORTH BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES 46 AND 61 FILE NO.: 0803539 DATE: 6/6/2025 EXHIBIT B GENERAL TERMS AND CONDITIONS Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED. A. The foregoing grant is subject and subordinate to the prior and continuing right and obligation of Licensor to use and maintain its entire property including the right and power of Licensor to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal, communication, fiber optics, or other wielines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Licensor without liability to Licensee or to any other party for compensation or damages. B. The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of Railroad Property) and the right of Licensor to renew and extend the same, and is made without covenant of title or for quiet enjoyment. It shall be Licensee's sole obligation to obtain such additional permission, license and grants necessary on account of any such existing rights. Section 2. ENGINEERING REQUIREMENTS; PERMITS. A. Licensee's Facilities will be designed, constructed, operated, maintained, repaired, renewed, modified, reconstructed, removed, or abandoned in place on Railroad Property by Licensee or its contractor to Licensor's satisfaction and in strict conformity with: (i) Licensor's current engineering standards and specifications, including those for shoring and cribbing to protect Licensor's railroad operations and facilities ("UP Specifications"), except for variances approved in advance in writing by Licensor's Assistant Vice President Engineering — Design or its authorized representative ("UP Engineering Representative"); (ii) such other additional safety standards as Licensor, in its sole discretion, elects to require, including, without limitation, American Railway Engineering and Maintenance -of -Way Association ("AREMA") standards and guidelines (collectively, "UP Additional Requirements"); and (iii) all applicable laws, rules, and regulations, including any applicable Federal Railroad Administration and Federal Energy Regulatory Commission regulations and enactments (collectively, "Laws"). If there is any conflict between UP Specifications, UP Additional Requirements, and Laws, the most restrictive will apply. B. Licensee shall keep the soil over Licensee's Facilities thoroughly compacted, and maintain the grade over and around Licensee's Facilities even with the surface of the adjacent ground. C. If needed, Licensee shall secure, at Licensee's sole cost and expense, any and all necessary permits required to perform any work on Licensee's Facilities. Section 3. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES. A. Licensee and its contractors are strictly prohibited from commencing any work associated with Licensee's Facilities without Licensor's written approval that the work will be in strict compliance with the "ENGINEERING REQUIREMENTS; PERMITS" Section of this Exhibit B. Upon Licensor's approval, Licensee shall contact both of Licensor's field representatives ("Licensor's Field Representatives") at least ten (10) days before commencement of any work on Licensee's Facilities. B. Licensee shall not commence any work until: (1) Licensor has determined whether flagging or other special protective or safety measures ("Safety Measures") are required for performance of the work pursuant to the "FLAGGING" Section of this Exhibit B and provided Licensee written authorization to commence work; and (2) Licensee has complied with the "PROTECTION OF FIBER OPTIC CABLE SYSTEMS" Section of this Exhibit B. C. If, at any time, an emergency arises involving Licensee's Facilities, Licensee or its contractor shall immediately contact Licensor's Response Management Communications Center at (888) 877-7267. Section 4. FLAGGING. A. Following Licensee's notice to Licenser's Field Representatives required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensor shall inform Licensee if Safety Measures are required for performance of the work by Licensee or its contractor on Railroad Property. If Safety Measures are required, no work of any kind may be performed by Licensee or its contractor(s) until arrangements for the Safety Measures have been made and scheduled. If no Safety Measures are required, Licensor will give Licensee written authorization to commence work. B. If any Safety Measures are performed or provided by Licensor, including but not limited to flagging, Licensor shall bill Licensee for such expenses incurred by Licensor, unless Licensor and a federal, state, or local governmental entity have agreed that Licensor is to bill such expenses to the federal, state, or local governmental entity. Additional information regarding the submission of such expenses by Licensor and payment thereof by Licensee can be found in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. If Licensor performs any Safety Measures, Licensee agrees that Licensee is not relieved of any of responsibilities or liabilities set forth in this Agreement. C. For flagging, the rate of pay per hour for each flagger will be the prevailing hourly rate in effect for an eight -hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage, and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one- half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Licensor and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Licensee (or the governmental entity, as applicable) shall pay on the basis of the new rates and charges. D. Reimbursement to Licensor will be required covering the full eight -hour day during which any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagger is engaged in other railroad work. Reimbursement will also be required for any day not actually worked by the flaggers following the flaggers' assignment to work on the project for which Licensor is required to pay the flaggers and which could not reasonably be avoided by Licensor by assignment of such flaggers to other work, even though Licensee may not be working during such time. When it becomes necessary for Licensor to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Licensee must provide Licensor a minimum of five (5) days notice prior to the cessation of the need for a flagger. If five (5) days notice of cessation is not given, Licensee will still be required to pay Ragging charges for the days the flagger was scheduled, even though flagging is no longer required for that period. An additional ten (10) days notice must then be given to Licensor if flagging services are needed again after such five day cessation notice has been given to Licensor. Section 5. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of any work on Railroad Property performed by Licensee or its contractor, and takes precedence over any work on Licensee's Facilities to be performed Licensee or its contractors. Licensee shall be responsible for initiating, maintaining and supervising all safety operations and programs in connection with any work on Licensee's Facilities. Licensee and its contractor shall, at a minimum comply, with Licensor's then current safety standards located at the below web address ("Licensor's Safety Standards") to ensure uniformity with the safety standards followed by Licensor's own forces. As a part of Licensee's safety responsibilities, Licensee shall notify Licensor if it determines that any of Licensor's Safety Standards are contrary to good safety practices. Licensee and its contractor shall furnish copies of Licensor's Safety Standards to each of its employees before they enter Railroad Property. [http://www.ul2.com/cs/groups/public/kuprr/naesUpliers/documents/uppdf nativedocs/pdf up supplier safetyyrec pdfl B. Licensee shall keep the job site on Railroad Property free from safety and health hazards and ensure that their employees are competent and adequately trained in all safety and health aspects of the work. C. Licensee agrees that Licensee's Facilities and all parts thereof within and outside of the limits of Railroad Property will not interfere whatsoever with the constant, continuous, and uninterrupted use of the tracks, property, and facilities of Licensor, and nothing shall be done or suffered to be done by Licensee at any time that would in any manner impair the safety thereof. D. Licensor's operations and work performed by Licensor's personnel may cause delays in Licensee's or its contractor's work on Licensee's Facilities. Licensee accepts this risk and agrees that Licensor shall have no liability to Licensee or any other person or entity for any such delays. Licensee must coordinate any work on Railroad Property by Licensee or any third party with Licensor's Field Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B. E. Licensor shall have the right, if it so elects, to provide any support it deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, repair, renewal, modification, relocation, reconstruction, or removal of Licensee's Facilities. In the event Licensor provides such support, Licensor shall invoice Licensee, and Licensee shall pay Licensor as set forth in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated. F. Licensee may use unmanned aircraft systems ("UAS") to inspect Licensee's Facilities only upon the prior authorization from and under the direction of Licensor's Field Representatives. Licensee agrees that its use of UAS on Railroad Property will comply with Licensor's then -current Unmanned Aerial Systems Policy and all applicable laws, rules and regulations, including any applicable Federal Aviation Administration regulations and enactments pertaining to UAS. Section 6. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensee shall visit up.com/CBUD to complete and submit the required form to determine if fiber optic cable is buried anywhere on Railroad Property to be used by Licensee. If it is, Licensee shall telephone the telecommunications company(ics) involved, and arrange for a cable locator, make arrangements for relocation or other protection of the fiber optic cable, all at Licensee's expense, and will not commence any work on Railroad Property until all such protection or relocation has been completed. Section 7. LICENSEE'S PAYMENT OF EXPENSES. A. Licensee shall bear the entire cost and expense of the design, construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities. B. Licensee shall fully pay for all materials joined, affixed to and labor performed on Railroad Property in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, and shall not permit or suffer any mechanic's or materialman's lien of any kind or nature to be enforced against the property for any work done or materials furnished thereon at the instance or request or on behalf of Licensee. Licensee shall promptly pay or discharge all taxes, charges, and assessments levied upon, in respect to, or on account of Licensee's Facilities, to prevent the same from becoming a charge or lien upon any property of Licensor, and so that the taxes, charges, and assessments levied upon or in respect to such property shall not be increased because of the location, construction, or maintenance of Licensee's Facilities or any improvement, appliance, or fixture connected therewith placed upon such property, or on account of Licensee's interest therein. Where such tax, charge, or assessment may not be separately made or assessed to Licensee but shall be included in the assessment of the property of Licensor, then Licensee shall pay to Licensor an equitable proportion of such taxes determined by the value of Licensee's property upon property of Licensor as compared with the entire value of such property. C. As set forth in the "FLAGGING" Section of this Exhibit B, Licensor shall have the right, if it so elects, to provide any Safety Measures Licensor deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, including, but not limited to supervision, inspection, and flagging services. In the event Licensor provides such Safety Measures, Licensor shall submit an itemized invoice to Licensee's notice recipient listed in the "NOTICES" Article of this Agreement. Licensee shall pay to Licensor the total amount listed on such invoice within thirty (30) days of Licensee's receipt of such invoice. Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated. Section 8. MODIFICATIONS TO LICENSEE'S FACILITIES. A. This grant is subject to Licensor's safe and efficient operation of its railroad, and continued use and improvement of Railroad Property (collectively, "Railroad's Use"). Accordingly, Licensee shall, at its sole cost and expense, modify, reconstruct, repair, renew, revise, relocate, or remove (individually, "Modification", or collectively, "Modifications") all or any portion of Licensee's Facilities as Licensor may designate or identify, in its reasonable discretion, in the furtherance of Railroad's Use. B. Upon any Modification of all or any portion of Licensee's Facilities to another location on Railroad Property, Licensor and Licensee shall execute a Supplemental Agreement to this Pipeline Agreement to document the Modification(s) to Licensee's Facilities on Railroad Property. If the Modifications result in Licensee's Facilities moving off of Railroad Property, this Agreement will terminate upon Licensee's completion of such Modification(s) and all requirements contained within the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of this Exhibit B. Any such Modification(s) off of Railroad Property will not release Licensee from any liability or other obligation of Licensee arising prior to and upon completion of any such Modifications to the Licensee's Facilities. Section 9. RESTORATION OF RAILROAD PROPERTY. In the event Licensee, in any manner moves or disturbs any property of Licensor in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, then, Licensee shall, as soon as possible and at Licensee's sole cost and expense, restore Licensor's property to the same condition as the same were before such property was moved or disturbed. Section 10. INDEMNITY. A. Definitions. As used in this Section: "Licensor" includes Licensor, its affiliates, its and their officers, directors, agents and employees, and other railroad companies using Railroad Property at or near the location of Licensee's installation and their officers, directors, agents, and employees. 2. "Licensee" includes Licensee and its agents, contractors, subcontractors, sub -subcontractors, employees, officers, and directors, or any other person or entity acting on its behalf or under its control. "Loss" includes claims, suits, taxes, loss, damages (including punitive damages, statutory damages, and exemplary damages), costs, charges, assessments, judgments, settlements, liens, demands, actions, causes of action, fines, penalties, interest, and expenses of any nature, including court costs, reasonable attorneys' fees and expenses, investigation costs, and appeal expenses. B. Licensee shall, to the extent allowed by law and the Texas Constitution, release, defend, indemnify, and hold harmless Licensor from and against any and all Loss, even if groundless, fraudulent, or false, that directly or indirectly arises out of or is related to Licensee's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, removal, presence, use, or operation of Licensee's Facilities, including, but not limited to, any actual or alleged: Bodily harm or personal injury (including any emotional injury or disease) to, or the death of, any person(s), including, but not limited to, Licensee, Licensor, any telecommunications company, or the agents, contractors, subcontractors, sub -subcontractors, or employees of the foregoing; 2. Damage to or the disturbance, loss, movement, or destruction of Railroad Property, including loss of use and diminution in value, including, but not limited to, any telecommunications system(s) or fiber optic cable(s) on or near Railroad Property, any property of Licensee or Licensor, or any property in the care, custody, or control of Licensee or Licensor; 3. Removal of person(s) from Railroad Property; 4. Any delays or interference with track or Railroad's Use caused by Licensee's activity(ies) on Railroad Property, including without limitation the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities or any part thereof, any activities, labor, materials, equipment, or machinery in conjunction therewith; 5. Right(s) or interest(s) granted pursuant to this Agreement; 6. Contents escaping from Licensee's Facilities, including without limitation any actual or alleged pollution, contamination, breach, or environmental Loss; 7. Licensee's breach of this Agreement or failure to comply with its provisions, including, but not limited to, any violation or breach by Licensee of any representations and warranties Licensee has made in this Agreement; and 8. Violation by Licensee of any law, statute, ordinance, governmental administrative order, rule, or regulation, including without limitation all applicable Federal Railroad Administration regulations. C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT PERMITTED BY LAW AND THE TEXAS CONSTITUTION FOR THE BENEFIT OF LICENSOR, EXCEPT WHERE THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT NEGLIGENCE, GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF LICENSOR AS DETERMINED IN A FINAL JUDGMENT BY A COURT OF COMPETENT JURISDICTION. Section 11. TERMINATION; REMOVAL OF LICENSEE'S FACILITIES. A. If Licensee does not use the right herein granted on Licensee's Facilities for one (1) year, or if Licensee continues in default in the performance of any provision of this Agreement for a period of thirty (30) days after written notice from Licensor to Licensee specifying such default, Licensor may, at its sole discretion, terminate this Agreement by written notice to Licensee at the address listed in the "NOTICES" Article of this Agreement. This Agreement will not terminate until Licensee complies with Paragraphs "C" and "D" of this Section found below. B. Intentionally Deleted. C. Prior to the effective date of any termination described in this Section, Licensee shall submit an application to Licensor's online Utility Contracts System at https://www.orr.com/rem/ucs/jas/#/home for Licensee's removal, or if applicable, abandonment in place of Licensee's Facilities located on Railroad Property ("Removal/Abandonment Work"). Upon the UP Engineering Representative's approval of Licensee's application for the Removal/Abandonment Work, Licensor and Licensee shall execute a separate consent document that will govern Licensee's performance of the Removal/Abandonment Work from those portions of Railroad Property not occupied by roadbed and/or trackage ("Consent Document"). Licensor shall then restore the impacted Railroad Property to the same or reasonably similar condition as it was prior to Licensee's installation of Licensee's Facilities. For purposes of this Section, Licensee's (i) performance of the Removal/Abandonment Work, and (ii) restoration work will hereinafter be collectively referred to as the "Restoration Work". D. Following Licensee's completion of the Restoration Work, Licensee shall provide a written certification letter to Licensor at the address listed in the "NOTICES" Article of this Agreement which certifies that the Restoration Work has been completed in accordance with the Consent Document. Licensee shall report to governmental authorities, as required by law, and notify Licensor immediately if any environmental contamination is discovered during Licensee's performance of the Restoration Work. Upon discovery, the Licensee shall initiate any and all removal, remedial and restoration actions that are necessary to restore the property to its original, uncontaminated condition. Licensee shall provide written certification to Licensor at the address listed in the "NOTICES" Article of this Agreement that environmental contamination has been remediated and the property has been restored in accordance with Licensor's requirements. Upon Licensor's receipt of Licensee's restoration completion certifications, this Agreement will terminate. E. In the event that Licensee fails to complete any of the Restoration Work, Licensor may, but is not obligated, to perform the Restoration Work and seek reimbursement from Licensee. F. Termination of this Agreement for any reason will not affect any of rights or obligations of the parties which may have accrued, or liabilities or Loss (defined in the "INDEMNITY" Section of this Exhibit B), accrued or otherwise, which may have arisen prior to such termination. EXHIBIT C INSURANCE REQUIREMENTS In accordance with Article 5 of this Agreement, Licensee shall (1) procure and maintain at its sole cost and expense, or (2) require its contractors and subcontractors to procure and maintain, at their sole cost and expense, the following insurance coverage: A. Commercial General Liability Insurance. Commercial general liability (CGL) with a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. B. Business Automobile Coverage Insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a limit of not less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including owned, hired, and non -owned autos). The policy must contain the following endorsements, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 O1 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. C. Workers' Compensation and Employers' Liability Insurance. Coverage must include but not be limited to: Licensee's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement. Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee. If Licensee is self -insured, evidence of state approval and excess workers' compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. D. Environmental Liability Insurance. Environmental Legal Liability Insurance (ELL) applicable to bodily injury, property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, cleanup costs, and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in connection with any loss arising from the insured's performance under this Agreement. Except with respect to the limits of insurance, and any rights or duties specifically assigned to the first named insured, this insurance must apply as if each named insured were the only named insured; and separately to the additional insured against which claim is made or suit is brought. Coverage shall be maintained in an amount of at least $2,000,000 per loss, with an annual aggregate of at least $4,000,000. Any retroactive date applicable to ELL insurance coverage under the policy must be the same as or precedes the Effective Date of this Agreement, and continuous coverage must be maintained for a period of five (5) years beginning from the time the work under this Agreement is completed or if coverage is cancelled for any reason the policies extended discovery period, if any, will be exercised for the maximum time allowed. E. Railroad Protective Liability Insurance. Licensee must maintain for the duration of work "Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Licensor only as named insured, with a limit of not less than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this Agreement and shall describe all WORK or OPERATIONS performed under this Agreement. Notwithstanding the foregoing, Licensee does not need Railroad Protective Liability Insurance after its initial construction work is complete and all excess materials have been removed from Licensor's property; PROVIDED, however, that Licensee shall procure such coverage for any subsequent maintenance, repair, renewal, modification, reconstruction, or removal work on Licensee's Facilities. F. Umbrella or Excess Insurance. If Licensee utilizes umbrella or excess policies, and these policies must "follow form" and afford no less coverage than the primary policy. Other Requirements G. All policy(ies) required above (except business automobile, workers' compensation and employers' liability) must include Licensor as "Additional Insured" using ISO Additional Insured Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to Licensor as additional insured shall not be limited by Licensee's liability under the indemnity provisions of this Agreement. BOTH LICENSOR AND LICENSEE EXPECT THAT LICENSOR WILL BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER ISO ADDITIONAL INSURED FORM CG 20 26. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in which this Agreement will be performed. I. Licensee waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Licensor and its agents, officers, directors and employees for damages covered by the workers' compensation and employers' liability or commercial umbrella or excess liability obtained by Licensee required in this Agreement, where permitted by law. This waiver must be stated on the certificate of insurance. J. All insurance policies must be written by a reputable insurance company acceptable to Licensor or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the work is to be performed. K. The fact that insurance is obtained by Licensee will not be deemed to release or diminish the liability of Licensee, including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Licensor from Licensee or any third party will not be limited by the amount of the required insurance coverage. L. Licensee is allowed to retain (self -insure) in whole or in part any insurance obligation under this Agreement. Any retention shall be for the account of Licensee. If Licensee elects to retain (self -insure) in whole or in part any insurance required by the Agreement Licensee agrees that it shall provide Railroad with the same coverage that would have been provided to it by the required commercial insurance forms had Licensee obtained commercial insurance. For all coverage not retained (not self -insured) Licensee shall furnish Railroad with certificates(s) of insurance, executed by a duly authorized representative of each insurer, showing compliance with the insurance requirements in this Agreement. [FORM OF CONTRACTOR'S RIGHT OF ENTR Y A GREEMENT TO BE ATTACHED] EXHIBIT E [GUIDELINES FOR ABANDONMENT OF SUBSURFACE UTILITY STRUCTURES TO BE ATTACHED] GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 3 Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104316 Revised September 1, 2025 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. I Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Comaonents 33-39-10 (Rev 2/3/161 07/23/97 33 05 13 Urethane Hydrophilic W'atersto Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D22401)412/D792 04/26/00 3305 13 Offset Joint for 4' Dim. MH Hanson Concrete Products Dr —in No. 35-0048-001 04/26/00 3305 lb Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250AG Casket ASTM C- 43/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rings Ladtech. Inc HDPE Adjustment RingTraffic and Non -traffic area 5113105 33 05 13 Manhole External Wm Canusa - CPS Wm idSeal Manhole Encapsulation Stem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 IFiber lass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 333913 Fiber lass Manhole L.F. Manufacturing Non -traffic area Water & Sewer- Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 33 05 13 1 Manhole Frames and Covers Western Iron Works, Bass & Has Found 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 33 05 13 Manholc Frames and Covers Western Iron Works. Bass & Has Foundry 30024 24" Dia. 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foandry 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 Corporation MH-14-IN 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" di.. 10/31/06 3305 13 Manhole Frames and Covers I in ed) Po m—I Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines annex/rexus) RE32-RSFS 30" Dia_ 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V1483 Designs AASHTO M306.04 30" Dia. 11102/I0 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH165I FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Of. 09110/I 1 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 1 33 05 13 30" Dia. MH Ring and Cover (Hinged] & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 1 3405 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 32") ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable CI SIP Industries 4267 WT - Hinged 32") ASTM A 48 30" Dia. 09/16/19 1 33 05 13 30" Dia. MH Rin and Cover Composite Access Products. L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Rmg 30" Dia. 10/07/21 1 3405 13 .10" Dia. MH Ring and Cover Trumbull Manufacturin 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Punt-A-Mousson Pamti ght 24" Dix. 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. 3305 13 Manhole Frames and Covers Western Iran Works,Bass & Fiys Found 300-24P 24" Dia. 33 05 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. 04120/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 3 W-24-23.75 Ringand Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" 33 39 10 Manhole. Precast Concrete Wall Concrete Pipe Ce. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 49" w/32" cone 12/05/21 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/19 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Ino. 49" I.D. Manhole w/ 24" Cone ASTM C 478 49" Diam w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Pol er)Conerctc US Composite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra 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 Forterra Pie and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole Precast (14brid) Polymer & PVC Pred1Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 3920 Manhole, Precast Concrete ArmsdTex Pip. and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478t ASTM C-923; ASTM C-443 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardsc 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced polymer) Concrete Amitech USA Meyer Polyeren, Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 3A 20 For use wben Std. MH cannot be Wastewater Access Chamber Quicketream Solutions. Inc. T e 8 Maintenace Shaft (Poo it) installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Refiner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 El-14 Manhole Rehab System Strong Company Strong Scat MS2A Rehab System 5112/03 EI-14 Manhole Rehab Systent (Liner) Triplex Lining Systera MH repair roduct to stop infiltration ASTM D5813 30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use 7 * From Original Standard Products List FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab S stems/NonCementiHous 05/20/96 E1-14 Manhole Rehab Systems S ra Spray Wall Polymothane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTE•CH Series 20230 and 2100 As hatic Emulsion) Structures OnI 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl. S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 S—Applicatiorts 03/19/18 33 05 16, 33 39 10, 33 39 20 1 1 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampprooflng Non-Fibered Spray Grade As hatic Emulsion) For Exterior Coating of Concrete Structures onl Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161 33 05 13, Manhole Insert Knutson Ent uprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 33 0513 Manhole Insert Noflow-Inflow Madc to Order - Plastic ASTM D 1249 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestem Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 U Manhole Insert Southwestern Packing & Seals, Inc. TaherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 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 04/22/87 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 Cash Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer P—rseal 4810 Powerchock Up to 48" 03/19/18 1 lCraing Spacers BWM SS-12 Casing Spacer(Stainless Steep 01/19/18. Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure, Pip..."Grouted Casing 03/29/22 1 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 1l 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell -Tito Ductile Iron Pressure Pipe, AW WA C 150, C I5I 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fruit. Pipe (Bell Spigot) AW WA C150. C151 4" thou 30" 08/24/I S 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Re Iraincd Joint) AW WA C150, C151 4" thou 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C 151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C15I Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 F ow Lining System Sauereisen, Inc SewcrGazd210RS LA County #210-1.33 12/14/01 E oxy Lining System Erteeh Technical Coatings Ertech 2030 and 2100 Series 04/14/05 loterior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pie Onl 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1HB, Sl, S2 Acid Resistance Ten Sewer Applications 8/2812006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applicati.. Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 1 33-31-70 lAir Release Valve A.R.I. USA, Inc. D025LTP02(Com site Body) 2" Sewer - Pipes/Concrete E 1-04 Conc. Pipe, Reinforced Wall Concrete Pipc Co. Inc. ASTM C 76 El-04 Conc. Pip., Reinforced Hydro Conduit Corporation Class M T&G, SPL Item #77 ASTM C 76 E1-04 I Conc. Pip,. Reinforced Hanson Concrete Products ASTM C 76 EI-04 Conc. Pipe. Reinforced Concrete Pipc & Products Co. Inc. ASTM C 76 Sewer -Pipe Enlarement System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscam Way, N.J. A roved Previousl McConnell System McConnell McLat Construction Polyethyleneex Hounon. Tas A roved Previousl S Trenchless Roplacoment System Polyethylene Calgary, Canada Approved Previous) * From Original Standard Products List FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer- Pipe/Fiberelass Reinforced/33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiber lass (FRP) Hobas Pip. USA, Ine. Hobas Pie on -Pressure) ASTM D3262/133754 03/22/10 3331 13 Fiber lass Pipe (FRP) Ameron Bondstrand RPMP Pic ASTM 133262/133754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pie (Flowtite) ASTM D32621D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fib—trong FRP ASTM D3262. ASTM D3681, ASTM D4I61, AW WA M45 Sewer - Pipe/Polymer Pipe 4/14/05 1 JPlymcr Modified Concrete Pip, Amitech USA Me cr Pol erete Pie ASTM C33, A276, F477 8" to 102", Class V 06/09/10 1 El-9 lReinforced Polymer Concrete Pie US Composite Pie Reinforced Polymer Concrete Pie ASTM C-76 Sewer - Piycs[HDPE 33-31-23(1/8/13) High-dcusity Polyethylene pipe Phillips Drisco i e, Inc. Opticure Ductile Pol tli lane Pic ASTM D 1248 8" Hi-densit l eth lane i e Plexco Inc. ASTM D 1248 8" Hi -denaiPolyethylene i Poll Pipe, Inc. ASTM D 1248 V Hi -densi of lere pipe CSR Hydra Conduit/Pi eline S teens McConnell Pie laflair ement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream IPVC Pressure Pipe AW WA C900 4" then 12" 10/22/14 1 33-I1-12 DR-14 PVC Pressure Pipe Royal Building Products I Royal Seal PVC Pressure Pipe AW WA C900 4" thin 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie J-M Manufacturing Co., Inc. JM Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - 15" 12/23/97- 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 (PSI 15) ASTM D 3034 4" dun 15" 33-31-20 PVC Sewer Pie L•aenson V Ion Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewar Pie Vin [tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC So— Pie Vin [tech PVC Pie Gravity Sewer PS I15 ASTM F 679 18" 33-31-20 PVC Sewer Pie ]-M Manufacturing Co, Inc. (JM Ea Ic) PS 115 ASTM P 679 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTMF-679 19" to 48" 04/27/06 33-31-20 JPVC Sewar Fittings Harco SDR-26 PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" 33-31-20 PVC Sewer Fittings Plastic Trends, Ine.(Westlake) Cmsketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pie Pi li& Jet Stream SDR 26 (PS 115) ASTM F679 l8"- 24" 3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3014 4"- 15" 10/21/2020 333120 PVC Sewer Pie NAPCO(Westlake) SDR 26 ASTM D3034 4"-15" 10/22/2020 33 3120 PVC Sewer Pie Sanderson Pip. Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pie NAPCO(Westlake) SDR26 PS 115 ASTM F-679 Sewer -Pipes/Rehab/CIPP 33-31-12 (01/18/13) Cured in Place Pic Insitutbrm Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pic National Envirotceh Group National Lines SPL) Item #27 ASTM F-1216/D-58I3 05/29/96 lCuted in Place Pie Reynolds fine/Inliner Technol Inliner USA) Iniiner T.hn.lgy ASTMF 1216 Sewer - Pipes/Rehab/Fold & Form Fold and Form Pie Cullum Pip. Systems. Inc. 11/03/98 Fold and Form Pie Insituform Technolo ics, Inc. lusituform "NuRl e" ASTM F-1504 Fold and Form Pie American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultraliner Ultnihturr PVC Alloy PieRner ASTM F4504.1871, 1867 06/09/03 Fold and Form Pie Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile LerPe Diameter 09/26/91 EI00-2 PVC Sewer Pip., Ribbed Lamson V lon Pie Carbon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Tcchnolo ies, Inc. Ultra -Rib Opon Profile Sewer Pie ASTM F 679 18" to 48" EI00-2 PVC Sewer Pipe, Ribbed U onor ETI Com an 11/10/10 E100-2) Polypropylene P) Sewar Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite FOP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Pol ro lcne (PP) Sewer Pipe. Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pie ASTM P 2764 30" to 60" * From Original Standard Products List FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/01/131 01/19/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 V-2" SVC, up to 24" Pipe 08/29/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap .Saddle 07/23/12 33-12-10 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 Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M 11/2" and 2" 5/25/2018 33-12-10 Curb 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, FBI600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. F3600-4-NL, FB1600-4-NL, BI I-444-WR- NL, B22"4-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co.. Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000K , H-1552N, H142276N AW WA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Sto s-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSVNSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H- I5530N AWWA C800. ANSF 61. ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries. Inc. #406 Double Band SS Saddle 1%2" Taps on up to IT' 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) ,1CM 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"-1" and 16" 02/29/12 33d 2-25 Tapping Slocve (Coated Ship Romae FTS 420 AWWA C-223 U p to 42" w24" Out 02/29/12 33-12-25 Tapping Sleeve Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 3342-25 Tapping Sleeve Stainless Steel) Romac SST HI Stainless Steel AWWA C-223 Up to 30" wl 12" Out 05110111 Joint Repair Clam Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Cam osite Lid DFW Plastics Inc. DFW37C-12-IEPAF FTW Plastic Meter Box w/Com osite Lid DFW Plastics Lou. DFW39C-12-IEPAFFTW 08/30/06 Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class"A" Concrete Meter Box Bass & Hays CMB37-1312 1118 LID-9 Concrete Meter Box Bass & Has CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) Water - Combination Air Release 33-31-70 (01/081131 * El -I 1 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A I" & 2" E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves. Model No. 1/2" 1" & 2" EI-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C. #145C and 4147C V.2" & 3" Water - Dry Barrel Fire Hydrants 33-1240 (01 1 141 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-DarlingValve 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 Barrel Fire Hydrant 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 E-I-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire H dram 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 1 E-1-12 lDry Barrel Fire Hydnqd Mueller Company Shop Drawings No. 6461 A423 Centurion AWWA C-502. 01/15/88 E1-12 Dry Barrel Fire Hydrant Muellcr Company Shop Drawing FH-12 A423 Super Centurion 200 AWWA C-502 10/09/97 E-1-12 JDry Barrel Fire Hydrant U.S. Pi e & Foundry Sbap Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 JDry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-1240 IDy Barrel Fire Hydrant Ell (East Jordan Iron Works) WaterMaster SCD250 IIIWater - Meters 02/05/93 1 E 101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 I 4" - 10" 08/05/04 1 IMagnetic Drive Vertical Turbine I Hersey MAgnetic Drive Vertical I AWWA C701, Class I 1 3/4" - 6" * From Original Standard Products List FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification I Manufacturer I Model No. I National Spec I Size Water - Pi es/PVC Pressure Water 33-31-70 01/08/13 12/05/23 33-1I-12 PVC Pressure Pip, Vin ltech PVC Pi DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Vin (tech PVC Pipe DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2019 33 11 12 PVC Pressure Pie Pi elife Jet Stream DRI4 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi elife Jet Stream DRIB AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation ➢R 14 AWWA C900 4"-12" 5/25/2018 3311 12 IPVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12. PVC Pressure Ape J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4-11" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufcturing Co.. Inc d/b/a JM Eagle DR 19 16"-24" 9/612019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/20I9 331112. PVC Pressure Pipe NAPCO(Westlake) DRI8 AWWA C900 16"-24" 9/612019 1 33 11 12 PVC Pressure Pipe NAPCO(Weatlake) DR14 AWWA C900 1%12" 9/6/2019 1 3311 12 JPVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water- Pipes/Valves At Fittings/Ductile Iron Fittinlrs 33-11-11 (01/08/13I 07/23/92 EI-07 Ductile Iron Finings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA CI53&Cl10 E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 El-07 Ductile Iron Fittings MCWanc/T Icr Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AW WA C 153, C 110, C III 08/11/98 EI-07 Ductile Iron Fittings Si ma. Co. Mechanical Joint Fittings. SSB Class 351 AWWA C 153, C 110. C 112 02/26/14 E1-07 MJ Fittings Accucest Class 350 C. 153 MJ Fittings AWWA C 153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan e Uni-Flange Series 1400 AWWA C I I/C 153 4" to 36" 05/14/98 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan e Uni-Flange Series 1500 Circle -Lock AW WA Cl l l/CI53 4" to 24" 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA Cl I1/C I16/C 153 4" to 12" 02/29/12 1 33-11-11 Ductile Iron Pie Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA Cl1 I/Cl l6/CI53 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA lron, Inc. Megatug Series 2000 (for PVC Pipe) AWWA CI1 I /CI I6/C 153 4" to 24" 08/05/04 El-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4-SLCIO AWWA Cl II/CI53 4" to 10" 03/06/19 33-11-II Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4-SLCS12 AWWACIII/CI53 4" to 12" 09/05/04 El-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA Cl t l/CI53 12" to 24" 09/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLOE AW WA C153 4" - 24" 10/12/10 EI-24 Interior Restrained Joint System S & B Teehncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Seram ore) Mechanical Joint Fittings AWWA CI53 4" to 24" 11/07/16 33-1I-1I Mechanical Joint Reni— Glands Star Pipe Products. Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI11 11/07/16 33-11-1I Mechanical Joint Retainer Glands Star Pipe Products. Inc. DIP Stargrip Series 3000 ASTM A536 AWWA CI I I 03/19/18 33-114I Mechanical Joint Retainer Glands SIP Industrie Scram ore EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA CI I I 3"48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AW WA CI ] I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands I SIP Indusu ies(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 PVC Pipe ASTM A536 AW WA CI I I 16"-24" Water - Pioes/Valves & Fittines/Resilient Seated Gate Valve* 33-12-20 (05/13/151 Resilient Wedged Gate Valce 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 e 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 2516 LSD 94-20247) AWWA C515 16" 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iran AW WA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" OV23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller EI-26 Resilient Seated Gate Valve Kcnncd y V - IT' 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" (SO 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31106 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/89 EI-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) AW WA C515 16" 11/08/99 EI-26 Resilient Wed a Gate Valve Clow Valve Co. Claw RW Valve SD 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 11/10/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48"(Note 3 05i0891 E1-26 Resilient Seated Gate Valve Stockham Valves&Fittings AWWA C 509, ANSI 420-stern, 4"-12" E1-26 Resilient Scated Gate Valve U.S. Pipe sad Foundry Co. M-aseal 250, le uirera nts SPL 074 3" to 16" IO/26/l6 33-12-20 Resilient Seated Gate Valve EJ(East Jordan Iron Works) EJ FI—Maser Gate Valve&dozes 08124/18 Matco Gate Valve Matco-Norea 225 MR AWWA/ANSICII5/An21.15 4" to 16" * From Original Standard Products List FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water - Pi esNalves & Fittin s/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 Buffer fly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Vahnatic 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-104 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfl Valve G. A. lndustrics (Golden Anderson) AW WA C504 Butterfl Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 PolLcthvlene Encasment Flexsol Pack.gimg Fulton Ent rises AWWA C105 8 it LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plaslics (MSP) and AEP Ind. Standard Hardware AWWA CI05 8 it LLD 05/12/05 E1-13 Pol oh lone E—smcnt AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DTP AW WA C105 8 mil LLD Water - SamBling Station 03/07/23 33 12 50 1 Water Sampling Station Eclipse lNumber 88 , 12-inch Depth of Bury As shown in c. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H dro zrd HG6-A-IN-2-13RN-LPRR(Portable) HG2-A-IN-2-PVC-0IB-LPLG(Permanent) 04/09/21 jAmornated Flushing System Kupferle Foundry Company Eclipse #9800- 04/09/21 jAmannated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Depar6nent's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Departmem's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as partofthe Construction Contract Documents, the requirements fthe Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Foil Worth Water Department's Standard Spwifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: McClendon Construction Co., Inc. Subject of the Agreement: Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $9,787,508.50 for Combined Street Paving Improvements, and Water and Sanitary Sewer Main Replacements for the 2022 Bond Year 3 - Contract 15 Project M&C Approved by the Council? * Yes 8 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 8 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: 03/31/2026 If different from the approval date. Expiration Date: 03/30/2031 If applicable. Is a 1295 Form required? * Yes 8 No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 104316 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No ❑ Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department. FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: 2022 Bond Year 3 - Contract 15 M&C: 26-0260 CPN: 104316 CSO: DOC#: Date: 04/02/2026 To: Name Department Initials Date Out 1. Sophia Flores TPW - Review 6 SF 04/02/2026 2. Christian Cardona TPW-Approver r_ 0 Chdsd- Cardona 04/02/2026 3. Donnette Murphy Risk -Approver DM 04/02/2026 4. Patricia Wadsack TPW-Approver �(�/�/' 04/06/2026 5. Lauren Prieur TPW — Signer 04/07/2026 6. Lorita Lyles Legal - Approver IL 04/07/2026 7. Douglas Black Legal -Signer oougWs8leck 04/08/2026 8. Jesica McEachern ACM -Signer 0* 04/13/2026 9. Katherine Cenicola CSCO-Approver cc cc 04/13/2026 10. Jannette Goodall CSCO-Signer ene�ooha„ 04/13/2026 11. Allison Tidwell CSCO-Form Filler • AT 04/13/2026 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: [—]YES ®No SAME DAY: ❑YES ❑No NEXT DAY: ❑YES ❑No ROUTING TO CSO: ❑YES ❑No Action Required: ❑ As Requested ❑ For Your Information ❑ Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return to: Please notify TPWContract&fortworthtexas.gov. Thank you!